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Home My WebLink About06 - Design Report - Loyal Garden - Wastewater Lift Station ENGINEERING DESIGN REPORT FOR LOYAL GARDEN SUBDIVISION BOZEMAN, MONTANA DULY 2006 Thon us,Dean &Hoskins, Inc. I TD& HGreat Falls, Bozeman, Kalispell, Montana Fngineering Consultants Spokane, WA and Lewiston, ID 1: �ONT,44 Job No.B05-002 � � 8,44 PE ASS%NAL_ ��G LOYAL GARDEN SUBDIVISION BOZEMAN,MONTANA DESIGN REPORT FOR WASTEWATER LIFT STATION July 2006 GENERAL Loyal Garden Subdivision is located in the city limits of Bozeman Montana. The proposed offsite improvements include a new sanitary sewer lift station with emergency power generation, a new force main and a new gravity sanitary sewer main. Also included is a water main loop on Huffine Lane. Onsite improvements within the subdivision are detailed in a separate document (See Appendix— Tab E). No water or sewer services are included in this phase of the development. The new lift station is sized for the Loyal Garden subdivision as well as an additional 100 acres to the east and 40 acres to the south of the development. The improvements have been designed to meet the requirements of the `Design Standards and Specifications Policy for the City of Bozeman (COB), Montana - March 2004 and the Department of Environmental Quality Circulars 1 and 2. Connection to the COB public water and sewer system is proposed. DESIGN FLOWS Design flows were previously determined in the onsite utilities design report. A copy of the relevant portions of the report are included in the Appendix—Tab E. The lift station design flow is 320 gpm. 1 DESIGN CRITERIA Sewer The design of the sanitary sewer is in accordance with Circular DEQ 2 and the COB standards. Only one relatively short section of the sewer is gravity flow. The new gravity sanitary sewer line will be 12-inch SDR 35 PVC as is reportedly consistent with the latest COB wastewater facility planning recommendations. The 12-inch main at a grade of 1.94% has a capacity of 2,225 gpm. This far exceeds the design flow for the local planning area which is 320 gpm. The lift station is designed as a wet well type as requested by COB staff. In the vicinity of the lift station, the depth to groundwater has been monitored monthly from March through August 2005. The shallowest groundwater depth was recorded in June with a depth of 4.59 feet (well A-3) below ground surface. Monitoring data is included in the Appendix—Tab D. The lift station is designed so that it will not float. A depth of 4 feet to groundwater is assumed to be the worst condition. Adequate soil weight above the footings combined with the weight of the concrete will offset the buoyant force of the groundwater. Joint sealing tar will be installed at the joint between the walls and the footings to help minimize groundwater infiltration into the wet well. The pumps to be specified are Flygt solids handling pumps as requested by COB staff. Two pumps are included, one for operation and one for backup. One pump will include a Flygt mix flush system to reduce grit and solids accumulation in the wet well. Flygt Mix-Flush System information is included in the Appendix -Tab F. Each pump will deliver more than the minimum design flow of 320 gpm at the estimated total dynamic head condition. The WaterCAD model estimates the actual pump flow to be 364 gpm at 70.5 feet. The precision of the pump curve available from Flygt is limited due to its small size, so the flow could vary somewhat but should exceed 320 gpm. A hoist mechanism manufactured by Flygt will be provided with a socket adjacent to the wet well. The socket will allow for easy removal of the hoist. 2 Portable ventilation equipment will be provided to satisfy the DEQ requirements for wet well ventilation. The force main is six inch diameter C900 DR25 PVC. A Water CAD analysis was used to evaluate the lift station hydraulics. The results of that analysis are included in the Appendix—Tab C. At 320 gpm the velocity of the force main is approximately 3.5 feet per second, exceeding the DEQ 2 minimum of 2 feet per second. The force main has the capacity to accommodate higher flow rates in the future if necessary. A backup electric generator is proposed for this lift station. The generator will be specified as Generac brand as requested by COB staff. It will be powered by an engine which runs on diesel fuel as requested by COB staff. The.control system will alternate pump starts automatically. The generator is sized to run two pumps with alternating starts and other accessories in the building such as the control system, lights and backup electric heater. The pumps will be controlled based on elevation in the wet well. Two wastewater grade pressure transducers will be specified. The second transducer will provide redundancy in the event that the first transducer was to fail. Flygt technical specifications for the pressure transducer, Flygt LS 100, is included in the Appendix—Tab F. The lift station control system will be as designed, supplied and specified by IAC in Three Forks, MT. A copy of their proposed system is included in the Appendix —Tab B of this report. The system will include a radio telemetry equipment that will convey any alarm conditions at the station to City staff. Specifications on the proposed pump control system, Flygt FMC 200, is included in the Appendix — Tab F. Additional specifics,requested by COB staff, which will be included in the station are listed below. • Sloping roof on the control building • No windows in the control building • Steel doors 3 • Door locks provided by Bozeman Safe and Lock • Inclusion of a bypass pump pipe • Locating all check and control vales above grade in the control building • Include the Flygt safe hatch on the wet well • Low maintenance building walls • No grass in the vicinity of the station in order to minimize maintenance • Locate the bypass in an all weather access location • Use Mueller resilient seat gate valves • Use swing check valves • Primary heat source for the building will be powered with natural gas furnace • The force main will be located a minimum of 2 feet of the curb,more if possible • If possible avoid air release valve on the force main • No trash baskets will be included in the wet well. 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N/A 4800 *Only C-wall design meets the requirements of the Bureau of Reclamation. *Cretex RAPID CITY, SOUTH DAKOTA Concrete Products un,CES ac 1. Pipe designed to meet the requirements of ASTM C76,CJ61 West,Inc. RAPID CITY BISMARCK HELENA and C655 Specifications. SCALE none TM.E 2.Joint and gasket meet the requirements ofASTM C443, C361 DATE 617104and the Bureau of Reclamation R-4 Specifications. WATERTIGHT PIPE DESIGN J. Designs are available for hydrostatic heads up to 125 feet. °R"' RTF REVISION DATE ING NUMBER r none 1210-05 INDUSTRIAL AUTOMATION CONSULTING, INC. 7/12/20061:40:20 PM TO: Wade DeBoo FROM: Industrial Automation Consulting, Inc. Mark Jenko Phone:406-285-4627 x103 Fax: 406-285-4628 SUBJECT: Loyal Garden Subdivision Lift Station IAC JOB#: BPW06053 REMARKS This is a Proposal for portions of Division<##>, Section<#####>in the Specifications for the Loyal Garden Subdivision Lift Station project in Bozeman, Montana.This project is identified in the Specifications as Thomas, Dean, and Hoskins project number 400>. • IAC has received and acknowledges Addenda<#,#,,and#>where it pertains to this Proposal. • The Total Price shown in Proposal Part B, Section B1, shall be included as part of your price for Bid Form Item<Bld Item Number and Name>. • <Other Comments> 123 Main St.—Suite 3♦P.O.Box 870♦Three Forks, MT 59752♦Tel:406.285.4627♦Fax:406-285-4628 www.iaconline.com BPW06053-p2.doc Page 1 of 18 L INDUSTRIAL AUTOMATION CONSULTING, INC. PROPOSAL To <CLIENT Wimp> For LOYAL GARDEN SUBDIVISION LIFT STATION Proposal Contents Part A—Scope of Work Section Al —Technical Services Deliverables. Section A2—Materials and Equipment Deliverables. Section A3—Specific Exceptions. Section A4—General Conditions and Exceptions Part B—Cost of Deliverables Section 131 —Schedule of Values Section B2—Invoicing Schedule Section B3—Execution Schedule Section B4—Authorization Part C—Montana Contractor Tax Exemption Statement BPW06053-p2.doc Page 2 of 18 PART A—SCOPE OF WORK IAC shall supply the deliverables defined in Part A, Sections Al and A2,with the exception to the items listed in Section A3. SECTION Al —TECHNICAL SERVICES DELIVERABLES IAC shall supply the following engineering and programming services: 1. Control Engineering and Programming • IAC shall supply PLC programming for the Loyal Garden Subdivision Lift Station remote terminal unit (RTU). The PLC program shall operate the lift station pumps in alternating lag-lead fashion based on the level measured by a submersible pressure transmitter. A backup float switch shall control pump operations in the event of a pressure transmitter failure. • The lift station level reading, equipment status information, and all alarm conditions shall be reported to the SCADA Master computer(CTU) at the City Shop. • Alarm conditions monitored by the RTU shall include high-high level, high level, pump run failure,building low temperature,intrusion, and power failure. • IAC shall modify the PLC program at the Hilltop Tank RTU to relay data exchanges between the CTU at the City Shop and the Garden Subdivision Lift Station RTU. • Hardwired Hand-Off-Auto switches on the door of the RTU shall provide the means for locally operating the lift station pumps. 2. Operator interface Programming • IAC shall modify the existing Wonderware Intouch application running on the SCADA Master computer at the City Shop to include the Loyal Garden Subdivision Lift Station. • A new graphical screen shall be created to provide the functions needed to remotely monitor and control the lift-station. The new screen shall be consistent with those previously developed by IAC for the existing lift stations. • Lift station level shall be displayed on real-time and historical trends. • Selected data values shall be logged to a database using the existing InSQL software running on the SCADA Master computer. • Designated personnel shall be automatically contacted by telephone or pager when alarms occur, using the existing SCADAlarm software running on the SCADA Master computer. • At the RTU, lift station level shall be displayed on a door-mounted panel meter 3. Startup and Commissioning— IAC shall supply personnel on-site for a total of three man- days to put the lift station control system into service. Work performed during this time shall include 1/0 and instrument testing, radio telemetry testing, and software adjustments. 4. Training—After startup and commissioning are complete, IAC shall supply 4 hours of Owner/Operator training. BPW06053-p2.doc Page 3 of 18 5. Callback—At the end of the warranty period, IAC shall supply one 4 hour callback trip to the job site to perform routine inspection and adjustment of the RTU and ancillary equipment. 6. Documentation— IAC shall supply installation drawings for the RTU. The drawings shall include panel layouts,terminal strip layouts, wiring schematics, 1/0 module layouts, instrument wiring details, and communication connection details. After startup and commissioning are complete, IAC shall supply As-Built drawings and O&M manuals. SECTION A2—MATERIALS AND EQUIPMENT DELIVERABLES The lift station control system shall consist of a remote terminal unit (RTU),two non-reversing combination motor starters, a submersible level transmitter, and a high level float switch. A radio modem in the RTU enclosure shall provide radio telemetry communications with the CTU at the City Shop via the polling master radio at the Hilltop Tank site. The radio modem in the RTU shall be configured to operate at the same frequency as the City's existing wastewater SCADA system. 1. Lift Station RTU IAC shall supply an RTU consisting of the following main components: 1 each Hoffman Concept NEMA 4/12 wall mount enclosure • 1 each Allen-Bradley Micrologix 1500 PLC, with LRP processor,twelve 120 VAC inputs and 12 relay outputs • 1 each Allen-Bradley 1769 series 16 point 120 VAC input module 1 each Allen-Bradley 1769 series 8 point analog input module • 1 each Allen-Bradley 1606 series 24VDC power supply (for 1/0) • 1 each Allen-Bradley 1606 series 12VDC power supply (for radio modem) • 1 lot Allen-Bradley 800T series, selector switches and pilot lights (for manual pump control) 1 lot Allen-Bradley terminal blocks, circuit breakers,fuses, relays, and accessories • 1 each Sola 120 VAC incoming power surge suppressor • 1 each Powerware line interactive UPS 1 each Dataradio Integra telemetry radio,with Yagi antenna,cables, connectors, and surge arrestor 1 each Red Lion panel meter(for local level display) 2. Instruments and Sensors IAC shall supply the following devices as loose items,to be field installed and wired by others. 1 each building low temperature alarm switch • 1 each building intrusion alarm sensor and bypass switch 1 each Pressure Systems 750 submersible pressure transmitter,with cable and hanger • 1 each Warrick Controls MGRE float switch 3. Lift Station Motor Starters IAC shall supply the following equipment as loose items, to be field installed and wired by others: BPW06053-p2.doc Page 4 of 18 • 2 each Allen-Bradley Bulletin 513 15 hp/460VAC combination motor starters. Each unit shall have a NEMA 1 enclosure, a lockable disconnect switch, an instantaneous trip circuit breaker, and thermal overload relays. • 2 each N-K Technologies current transmitters. The devices shall be supplied as loose items,to be field installed and wired inside the motor starter enclosures by others. SECTION A3—SPECIFIC EXCEPTIONS 1. Any equipment or devices required to provide an interface for monitoring pump seal failure and/or over-temperature shall be supplied by others. IAC will install the devices in the RTU enclosure if space permits. 2. Any fixtures,brackets, or assemblies required to anchor, restrain,suspend, or mount the submersible pressure transmitter and float switch shall be supplied and installed by others. 3. No antenna poles,towers, or other similar structures are included in the proposal. 4. No radio repeater equipment of any kind is included in the proposal. 5. A radio path study is not included in the proposal. SECTION A4—GENERAL CONDITIONS AND EXCEPTIONS 1. IAC excludes all other equipment, materials, and labor specified in all other Divisions and Sections of the Specifications. 2. Only the equipment and materials specifically identified in Sections Al and A2 above are included in this Proposal. 3. All equipment and materials supplied by IAC shall be.installed and field wired by others. 4. All wiring and final termination to any equipment supplied by IAC is by others. 5. All demolition work, mechanical and electrical, is by others. 6. All modifications to existing electrical and mechanical systems are by others. 7. Prior to IAC's arrival on-site for startup, all equipment and materials supplied by IAC shall be fully installed and ready for service. 8. Prior to IAC's arrival on-site,all equipment and materials supplied by others but required for IAC's startup shall be fully installed and ready for service. 9. The Contractor shall provide the services of a qualified electrician as required to assist IAC during its startup activities. BPW06053-p2.doc Page 5 of 18 PART B—COST OF DELIVERABLES SECTION 131 —SCHEDULE OF VALUES The total cost for the deliverables defined in Part A, Section Al and Section A2,shall be: Schedule of Values Price Section XXXXX—SCADA System $27,165.00 Total Price $27,165.00 SECTION 132—INVOICING SCHEDULE IAC shall invoice the project at the following milestones: Invoicing Schedule Amount Submittals Delivered $6,640.00 Materials and Equipment Received By IAC $13,890.00 Development 50% Complete $2,595.00 Development 100%Complete $2,595.00 Startup and Commissioning Complete $1,445.00 Total Invoiced Amount $27,165.00 "Payment Terms Shall Be"Net 30 Days" SECTION 133—EXECUTION SCHEDULE IAC shall supply the deliverables according to the following milestones: Milestone �— Contract Time* Substantial Completion XX Final Completion XX "Calendar Days BPW06053-p2.doc Page 6 of 18 SECTION B4—AUTHORIZATION Signature by an authorized representative of the Client and IAC are required for Work to commence on the Deliverables as set forth in Parts A and B of the Proposal. Signed authorization constitutes formal notice to proceed and is subject to IAC's standard Terms and Conditions of Agreement. CLIENT CONSULTANT <CLIENT Name> IAC, Inc. CLIENT Representative (Printed) IAC President: C.T.Wambeke Date: CLIENT Representative (Signed) Date: BPW06053-p2.doc Page 7 of 18 PART C—STATE OF MONTANA CONTRACTOR TAX EXEMPTION STATEMENT To Whom It May Concern: This letter is to notify you of Industrial Automation Consulting, Inc.'s exclusion from any Montana Contractors tax withholdings due to our"non-contractor" status. This exclusion is pursuant to State of Montana Chapter 9: Contractor Registration, Part 2: Section 39-9-211 —Exemptions. Article(7) to a person who only furnished materials, supplies, or equipment without fabricating them into or consuming them in the performance of the work of the construction contractor. IAC is also exempt under the following statute: State of Montana Sub-Chapter 21: Public Contractors —Section 42.31.2101 —Definitions Article(2) "Public Construction work,"includes any work requiring the installation, addition,placement, replacement, or removal of any equipment, parts,structures, or materials of any kind whatsoever." IAC supplies materials and engineering services, but is not directly involved with the consumption and/or fabrication of those materials as mentioned in Section 42.31.2101. Therefore IAC is excluded from the tax. Should you have any questions regarding this exemption, please do not hesitate to contact our office. Please retain this information in your records. Sincerely, Trisha Jones IAC Administrator 406-285-4627 BPW06053-p2.doc Page 8 of 18 4 INDUSTRIAL AUTOMATION CONSULTING, INC, STANDARD AGREEMENT FOR AUTOMATION AND INTEGRATION SERVICES Between <CLIENT NAME> And INDUSTRIAL AUTOMATION CONSULTING, INC. This Agreement (hereinafter,"AGREEMENT') dated . 20 by and between <Cliert Name and'Address> (hereinafter,"CLIENT) and Industrial Automation Consulting, Inc., P.O. Box 870,Three Forks, MT 59752, (hereinafter, "IAC") governing professional consulting services to be provided by IAC on behalf of and in the interests of the CLIENT. Background IAC designs, engineers, and supplies process control and automation systems, and related information systems and networks. CLIENT wishes to retain the services of IAC for a project involving the <Project Name and`Location>. DEFINITIONS 1. Proposal.The Proposal is IAC's offering for systems, software, parts, and services in accordance with the categories defined below as Custom Products, Resale Products, and Professionals Services. The scope of the Proposal and the cost of the proposed deliverables are defined in Proposal Parts A and B. Unless otherwise stipulated, IAC's responsibility is to meet applicable project specifications. The CLIENT retains responsibility for application and functional adequacy of the Proposal, unless specified otherwise in the Proposal or agreed upon in writing by IAC. 2. Custom Products:Software, hardware, assemblies, accessories,and similar products that are manufactured by IAC for specific CLIENT requirements 3. Resale Products:Products and software supplied by IAC but that are warranted, supported, and licensed ('If software) by the original manufacturer 4. Professional Services:Training, maintenance service, per diem or specific time-limited engineering services, installation services, start-up and other services which are furnished in accordance with the definitions and obligations specified in the Proposal or agreed upon in writing by IAC. BPW06053-p2.doc Page 9 of 18 TERMS 1. Scope of Services IAC agrees to provide deliverables to CLIENT as listed in Part A of the Proposal, entitled "Scope- of-Work". 2. Access to Staff and Resources CLIENT shall do the following in a timely manner so as to not delay the services of IAC under this AGREEMENT: 2.1. CLIENT shall provide all criteria and full information as to CLIENT'S requirements for the project, including design objectives, performance requirements, and budgetary limitations. 2.2. CLIENT shall examine all deliverables submitted under this AGREEMENT and report promptly to IAC any changes desired. 2.3. CLIENT shall designate a representative to work with IAC with authority to transmit instructions, receive information and define CLIENT'S policies and decisions with respect to services covered by this AGREEMENT. 2.4. CLIENT agrees to provide IAC with timely access to project sites, resource information and staff members as necessary and appropriate for IAC to perform services. 2.5. CLIENT shall furnish for the use by IAC personnel a working space containing suitable facilities,storage space, adequate heat, light,ventilation, regulated electric power and outlets for testing purposes as necessary for IAC to provide its Services and Products. IAC personnel shall have full and free access to the equipment that is the subject of the integration services in order to provide the required services. 2.6. In the event that the Services are to be provided by IAC in connection with software programs and related documentation supplied by the CLIENT in relation to which rights may be owned by third parties,the CLIENT warrants and represents that: a. The CLIENT shall have all necessary permissions, express or otherwise, to enable third party software programs and documentation to be copied or otherwise used by IAC during the course of the Services; b. In providing the Services, IAC will not be infringing the rights of any third parties; and the disclosure or use of third party software programs and documentation during the course of the Services will not involve the breach of any confidential or contractual relationship. 3. Payment for Services 3.1. CLIENT agrees to reimburse IAC for all Products, Services and other expenses relating to this AGREEMENT, including but not limited to deliverables as defined in Part A of the Proposal, "Scope of Work",for the amount(s)defined in Part B of the Proposal, "Cost of Deliverables". BPW06053-p2.doc Page 10 of 18 3.2. IAC shall invoice CLIENT for the deliverables according to the invoicing milestones or schedule listed in Part B of the Proposal. Such invoices shall bear the terms"NET 30 DAYS" and shall reference Proposal Part B. Payment must be received within 30 days from date of invoice to avoid late charges. 3.3. Late payments shall be subject to interest at a rate of TWO(2%) PERCENT per month, compounded monthly(26.8% annually). 3.4. All Resale Products shall be invoiced at the time IAC receives the Resale Product. Payment from CLIENT is due within 30 days from date of invoice. 3.5. For all classes of services not specifically included in Part A of the Proposal,travel time and field expenses shall be billed. Travel time and expenses shall cover to and from the job site. The point of origin shall be the home base of the IAC representative performing the services. Mileage shall be charged at the current federal rate. 4. Taxes, Fees,and Governmental Authorization 4.1. The fees and any other amounts payable pursuant to this AGREEMENT are exclusive of all national, state, regional, local, municipal, or other taxes and fees including, but not limited to, excise, sales, use, property, ad valorem, intangibles, goods and services and value added taxes, or registration fees, now in force or enacted in the future, and all such taxes and fees, except taxes based on IAC's net worth, capital or net income shall be paid directly by the CLIENT, or if paid by IAC,the CLIENT will reimburse IAC. 4.2. The CLIENT shall obtain from governmental authorities any licenses or other authorizations, and pay all costs therefore, which may be required to permit IAC personnel to render the services and supply the products agreed upon. IAC shall not be responsible if any license or other authorization is delayed, denied, revoked, restricted,or not renewed and the CLIENT shall be liable for any costs incurred by IAC as a result of the failure to obtain such licenses or other authorizations or if such licenses or other authorizations are delayed, denied, revoked, restricted,or not renewed. 4.3. As per Part C of the Proposal, according to Montana state laws governing Contractor tax withholdings, IAC is classified as a Supplier and is not subject to Contractor tax withholdings in the State of Montana. 5. Delays 5.1. If at any time after arrival on the job site,the IAC representative is unable to proceed with the services requested by the CLIENT due to delays or caused by any party, IAC shall invoice the CLIENT for work time and expenses, at IAC's applicable rates for excess expenses per Part 6 of this AGREEMENT, until its representative is released from the job. 5.2. Although IAC intends to use all reasonable efforts to provide the Services in accordance with any applicable timetable, it shall incur no liability whatsoever(whether in contract,negligence, or otherwise)for any loss of damage resulting from delay however caused. BPW06053-p2.doc Page 11 of 18 6. Excess Expenses The CLIENT shall reimburse IAC for excess expenses as follows: 6.1. Automobile travel expenses in a company or personal vehicle will be charged as per IRS guidelines for vehicle mileage. 6.2. Travel fares,auto rentals, parking fees,tool charges, and incidental expenses are at cost. 6.3. Lodging, meals, and incidental expenses are at cost. 6.4. Long distance telephone charges are at cost. 6.5. Lodging shall be business class unless unavailable. 6.6. Flights shall be economy class unless unavailable. 7. Working Conditions 7.1. IAC personnel reserve the right of refusal to work under hazardous conditions. In case of doubt, mutual agreement must be reached prior to commencement of any work. Hazardous conditions shall mean the hazardous conditions as determined by IAC personnel and OSHA standards 7.2. Any protective clothing or equipment, except the standard safety hat and safety shoes, required by the CLIENT's regulations shall be provided by the CLIENT at the CLIENT's expense. 8. Termination of Agreement 8.1. The term of this AGREEMENT is from the above effective date until thirty (30) days after completion of the project described herein or termination of the AGREEMENT as described herein, whichever is sooner. IAC shall commence authorized work upon execution of this AGREEMENT and a formal notice to proceed. 8.2. If IAC fails to fulfill its obligations under this AGREEMENT,the CLIENT may terminate this AGREEMENT. In such an event, all finished or unfinished deliverables prepared by IAC shall be submitted to CLIENT,and IAC shall be entitled to receive just and equitable compensation for any work completed on such deliverables. CLIENT shall also pay for all accrued charges, including but not limited to, any non-cancelable commitments for equipment, services, materials,travel and other reasonable expenses. Damages, if any,shall be determined according to Section 14 herein. 8.3. If CLIENT terminates this AGREEMENT for any other reason besides IAC's failure to fulfill its duties, CLIENT shall submit a written notice to IAC stating that CLIENT desires to terminate the AGREEMENT. Upon receipt of the termination notice, IAC shall, unless the notice directs otherwise, immediately discontinue work. The CLIENT shall pay IAC for all accrued charges, including but not limited to, any non-cancelable commitments for equipment, services, products, deliverables, materials, travel and other reasonable expenses. BPW06053-p2.doc Page 12 of 18 8.4. IAC may terminate this AGREEMENT at any time if CLIENT fails to fulfill any of its obligations under the terms of this AGREEMENT. In such an event, CLIENT shall be responsible for all accrued charges, including but not limited to, any non-cancelable commitments for equipment, services, products, deliverables, materials, travel and any other reasonable expense. IAC may terminate this AGREEMENT when payment by CLIENT is overdue. 9. Right to Inspect CLIENT shall have the right to inspect the work in progress. These inspections are for the purpose of monitoring compliance with this AGREEMENT and for evaluating the designs. 10. Independent Status IAC is an independent supplier and IAC and IAC's staff shall not be deemed to be employees of CLIENT. IAC reserves the right to determine the manner, method and means by which services will be performed as well as to set the hour of work and schedule that will be followed by IAC including the schedule to be followed when work is performed at CLIENT'S place of business. 11. Right to Subcontract IAC reserves the right to subcontract or assign any or all of the services here under to one or more qualified subcontractors, provided however,that IAC shall not in such event be relieved of its responsibilities under these conditions. 12. Hiring of Employees The CLIENT agrees that, during the term of this AGREEMENT and within one (1) year of the termination or completion of this AGREEMENT, neither the CLIENT nor any of its principals, employees, affiliates,or distributors will hire directly or as an independent contractor any person who is at that time or was,during the term of this AGREEMENT, an employee of IAC. In the event of a breach of any obligation of the CLIENT in this section, the CLIENT shall be liable for and shall pay to IAC on demand liquidated damages in the sum of$70,000.00 for each employee with respect to whom such breach shall occur, it being mutually agreed that the actual damages that would be sustained by IAC as a result of such breach would,from the nature of the case, be impractical and extremely difficult to determine and that the aforesaid liquidated damages are fair and reasonable. 13. Operational Responsibility Delivery of the deliverables produced under this AGREEMENT shall be at<Locatlon/Address> and shall be subject to payment of all charges owed to IAC. CLIENT shall have complete responsibility for the construction (except as set forth in Part A of the Proposal), installation, operation, and safety of the systems covered by the drawings or documents. 14. Resolution of Disputes CLIENT and IAC agree to make all reasonable efforts to resolve through good faith negotiations any disputes arising in connection with this AGREEMENT. CLIENT and IAC shall submit any unresolved issue first to mediation. Mediation shall take place in the State of Montana. If mediation is unsuccessful,the matter shall then be submitted to Arbitration. Any dispute between BPW06053-p2.doc Page 13 of 18 the parties arising in connection with this AGREEMENT which has not been resolved by good faith negotiation between the parties shall be submitted to binding arbitration in Montana by the American Arbitration Association,to be determined and resolved by the rules and procedures of the Association in effect at the time of arbitration. The matter shall be submitted to arbitration within sixty (60)days of either party furnishing such written notice to the other party, unless a different time period is mutually agreed upon in writing. The arbitration shall take place in a city in Montana that is mutually agreed upon in writing by the parties. The cost of such arbitration shall be borne equally. The final arbitration decision shall be enforceable through the courts within the state of Montana. 15. Limitation of Liability 15.1. IAC maintains blanket insurance policies covering Workmen's Compensation, General Public Liability,Automobile Liability, and Property Damage,with respect to services. IAC will at the CLIENT's request submit Certificates of Insurance from Insurers chosen by IAC showing the limits of coverage. IAC agrees to indemnify and save harmless the CLIENT only against liability imposed on the CLIENT by law with respect to bodily injury or property damage to the extent such liability results directly from the defective services or negligence of IAC under this AGREEMENT. IAC does not agree to indemnify and save the CLIENT harmless except as set forth herein. The CLIENT agrees to indemnify and save harmless IAC for all loss, cost or damage incurred by IAC as a result of the CLIENT's negligence, misuse, or misapplication of IAC supplied products and services. 15.2. The CLIENT acknowledges that products to be supplied by IAC which IAC is obtaining from third-party suppliers may be subject to production, shipping, and other delays of the third party and IAC shall have no liability of any kind for such delays. 15.3. In no event, regardless of cause,shall IAC be liable for indirect, incidental, special, or consequential damage either real or alleged, including but not limited to any loss of revenue or profit, lost or damaged data, lost or damaged hardware,other equipment, or software, or other commercial or economic loss even 9 IAC had been advised of the possibility of such damages or they are foreseeable, and IAC's liability in any event is limited to an amount equal to that to be paid to IAC pursuant to this AGREEMENT. 16.Warranties 16.1. IAC expressly represents and warrants the products supplied by it as meeting the specifications set out below. IAC makes no other warranties, either express or implied (including,without limitation,warranties as to merchantable quality, satisfactory quality, merchantability or fitness for a particular purpose or those arising by law, statute, usage of trade,course of dealings, or otherwise). The CLIENT retains responsibility for the application and functional adequacy of the Proposal. 16.2. Custom Products:IAC warrants and represents that all Custom Products will meet applicable specifications(Approved System Functional Specification)and agrees to correct any defects which the CLIENT can demonstrate does not meet the applicable specifications, provided written notice is given to IAC within 1 year from date of signed acceptance of the installed system. This warranty is void in the event of influencing deficiencies, including but not limited to, input signals of poor quality, incomplete or inaccurate process data supplied to IAC by the BPW06053-p2.doc Page 14 of 18 CLIENT, unauthorized modification by the CLIENT, and any misuse by the CLIENT. Any IAC expenses that result from CLIENT caused deficiencies, inaccuracies etc., shall be paid by the CLIENT.. Custom Products are warranted for use as originally designed and installed, but no warranty is made or implied that Custom Products are compatible with future products and/or software program generations or future versions of Custom Products. 16.3. Resale Products:Resale Products shall carry only the warranty as defined by the Resale Product Manufacturer. IAC shall have no responsibility for the functioning of Resale Products specified by the CLIENT or its agent unless otherwise agreed in writing by IAC. IAC does not warrant Resale Products in any way, including merchantability and makes no representations regarding Resale Products. Resale products are sold "AS IS" unless otherwise covered by the original manufacturer. 16.4. Professional Services: IAC warrants that it will use reasonable care and skill in providing any Services. 16.5. Limited Warranties: All warranties and representations provided herein shall be limited to an amount equal to that to be paid to IAC pursuant to this AGREEMENT and does not include consequential damages. 17. Intellectual Property Rights 17.1. IAC shall own the intellectual property rights of the know-how, techniques, computer software applications, materials, and systems, hereinafter'Work", delivered to the CLIENT under this AGREEMENT. 17.2. CLIENT shall treat the Work and its documentation as IAC confidential information. CLIENT is not granted any right to decompile,disassemble, or reverse engineer any IAC Work. 17.3. CLIENT may engage other persons or firms to modify or add to IAC's Work, in which case such other persons or firms may modify or add to the Work for no purpose other than for CLIENT's internal benefit and, shall first execute and deliver to IAC a confidentiality agreement indicating they shall not otherwise use,disclose or give away or transfer any interest in the Work to anyone. 17.4. If the CLIENT makes additions or modifications to the Work,the CLIENT will own such additions and modifications, including all intellectual property rights in the additions and modifications. 18. IAC Software License 18.1. If CLIENT is the"end-user"of software supplied by IAC, subject to the other terms and conditions set forth herein, IAC grants the CLIENT a non-exclusive, non-transferable license to use software developed by IAC for CLIENT's internal purposes only. The "end-user" is granted no ownership rights or title to the software or any right to sublicense or assign the software, except to a party which purchases the Work, provided the CLIENT agrees in writing to the terms of this Software License. BPW06053-p2.doc Page 15 of 18 18.2. The above notwithstanding,third-party software is supplied by IAC in accordance with the terms of the third-party provider only. By Agreement,for any third party software that IAC purchases on behalf of the CLIENT as a deliverable for this AGREEMENT, the CLIENT grants IAC permission to accept the licensing terms (EULA)of the third-party software on behalf of the CLIENT. 19. Force Majeure Neither party shall be considered in default in performance of obligations hereunder to the extent that performance of such obligations, or any of them, is affected by Force Majeure. Force Majeure shall include,but not be limited to, hostilities, restraint of rulers or peoples, revolution, civil commotion,strike,epidemic, accident,fire,flood,wind, earthquake, explosion, blockade, or embargo, lack of or failure of transportation facilities or any law,proclamation, regulation or ordinance,demand or requirement of any Government or Governmental agency having or claiming to have jurisdiction over the services or with respect to materials purchased for the services, or over the parties hereto, or any Act of God,or other act of Government, or any cause whether of the same or different nature existing or future,which is beyond the control and without the fault or negligence of the parties hereto. Lack of funds and century date non-compliance shall not be considered as affected categories respecting Force Majeure. 20. Severability The provisions of the AGREEMENT are severable and should any portion of this AGREEMENT be invalid,void,unenforceable,or illegal, it will not affect the validity and enforceability of any other provision of the AGREEMENT. 21. Notices For purposes of notices, invoices, payments and other communications related to this AGREEMENT, notices to the CLIENT shall be sent to: <CLIENT Contact Name> <CLIENT Company Name> <CLIENT Mailing Address> <CLIENT City, State,Zip Code> Notices other than payments and invoices shall be sent by registered mail, return receipt requested. Notices other than payments to IAC shall be sent to: Charles T.Wambeke IAC, Inc. PO Box 870 123 Main St.—Suite 3 Three Forks, MT 59752 (406)285-4627 BPW06053-p2.doc Page 16 of 18 Payments to IAC shall be sent to: IAC, Inc. P.O. Box 870 Three Forks, MT 59752 (406) 285-4627 22. Complete Agreement This AGREEMENT shall be attached to,or otherwise made part of, each purchase order issued by the CLIENT to IAC and shall be in lieu of all printed terms on the face or reverse of the purchase order form and together with referenced Proposal parts, constitutes the entire AGREEMENT between the parties hereto, and supersedes any other AGREEMENTS or statements whether verbal or written made between CLIENT and IAC prior to the date of this AGREEMENT. A"not-to- exceed"price on the purchase order shall be deemed only to mean that IAC will receive authorization from CLIENT before incurring charges in excess of such price. 23. Additional Services CLIENT may request and IAC may agree to provide additional work,when requested by CLIENT, and IAC agrees to provide a letter, or other mutually acceptable document,of IAC's understanding of the scope of the additional services to be provided as well as the terms and conditions of payment for such additional services, or the basis on which fees for such additional services shall be established. 24. Assignment This AGREEMENT may not be assigned by the CLIENT without prior written consent of IAC. 25. Modification No course of dealing shall be effective to amend, modify,or change any provision of this AGREEMENT. The provisions of this AGREEMENT may be amended, modified or changed only by an instrument in writing,signed by both parties. 26.Waiver A waiver of any breach of any term, covenant, or conditions herein to be kept and performed on the part of the parties shall not act as a bar,or a precedent, nor shall it foreclose the other from enforcing, at law or in equity,any of the other terms,covenants and conditions herein. 27. Execution 27.1. The Terms and Conditions of sale stated herein are part of the Proposal of IAC to the CLIENT and are an integral part of any AGREEMENT resulting from a purchase order received from the CLIENT and accepted by IAC for the sale of products and services pursuant to the Proposal,or acceptance of this Proposal by the CLIENT. 27.2. Products and services sold by IAC shall be as set out in the Proposal. Any statement made on any form (including without limitation any purchase order) issued by the CLIENT shall not BPW06053-p2.doc Page 17 of 18 operate to defeat the intent of these terms and conditions nor to amend or waive these terms or conditions unless specifically agreed upon in writing by IAC. 27.3. Each individual executing this AGREEMENT on behalf of a party to this AGREEMENT represents and personally warrants that he has authority to enter into this AGREEMENT on behalf of such party and that this AGREEMENT is binding on such party. CLIENT CONSULTANT :CLIENT Name> IAC, Inc. CLIENT Representative (Printed) IAC President: C.T.Wambeke Date: CLIENT Representative (Signed) Date: BPW06053-p2.doc Page 18 of 18 Scenario: Base ' _-t_ .. � ^- ��'�-Y1.'.7b �mac•-. _ _a _4n '�..i.�w.a-,� - _-- Gf'h _ — __ _ _ ._�--'--� __— J•E _ _ —P.15._—� 'P17 R-1 Ll 12, r- �aa ! c Title: Project Engineer: j:\2005\b05-002\watercad\madill force main.wcd WaterCAD v7.O (07.00.049.00] 06/01/06 07:33:23 AM ©Bentley Systems, Inc. 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I E )E d 2y ( « a ( o n \ fp2 P- ao e rl \ � eae _ ) E a k £ae� \ ) o - a \� 3 m 0 % ® 2 C n k� \ # a m # f $ \ ) § Q § o z � 8 \ § � E / ) § P .G §§ ( \3% § / IL � \ / % { 2 . \ G 7 / a � 0 L ■ \ fn � � b c ' ■ o 0 2 § @ - � / . 2 . ) I k E ¢ 4 £ § § � m qG f 6 0 0� Cf jf a � E S K£ 2q \/ § § $ . e 0 f N kG ] a k § % q § kk ) � w _ a § to j e0f2 » * / }§ ; N 3153 F Y/D start SUBCAB® 7G2,5+2x1,5 mmZ 7G4+2x1,5 mmZ 7G6+2x1,5 mmZ VFD Application NSSHbU../3E+St 3x2,5+3x2,5/3E+3x1,5 St 3x6+3x6/3E+3x1,5 St 3xl6+3xl6/3E+3x2,5 St Monitoring equipment Thermal contacts opening temp. 140°C Leakage sensor in inspection chamber FLS Material Impeller Cast iron Pump housing Cast iron Stator housing Cast iron N 3153 Shaft Stainless steel Product O-rings Alternative IMaterial Submersible pump for pumping clean water,surface water and waste 1 Nilrile rubber water containing solids or long-fibred material. 2 Fluorinated rubber Denomination Mechanical face seals Product code 3153.180 Alternative Inner seal Outer seal Installation P,S,T,Z 1 Corrosion resistant Corrosion resistant Impeller characteristics LT,MT,HT,SH tungsten carbide/ tungsten carbide/ Corrosion resistant Corrosion resistant Process data tungsten carbide tungsten carbide 2 Aluminium oxide/ Silicon carbide/ Liquid temperature max+40°C Corrosion resistant Silicon carbide Depth of immersion max 20 m tungsten carbide The pH of the pumped liquid pH 5,5-14 Surface Treatment Liquid density max.1100 kg/m3 All cast parts are primed with a water-bome primer.The finishing coal is a high-solid two pack paint. Motor data Weight Frequency 60 Hz See dimensional drawing. Insulation class H(+180°C) Voltage variation Option continuously running max±5% -intermittent running max±10% 3153.090 Ex.proof design Voltage imbalance between phases max 2% Warm liquid version on request No.of starts/hour max 15 Surface treatment Epoxy treatment Other cables Cable Zinc anodes Direct-on-line start "Mini-CAS II" SUBCAB® 4G2,5+2xl,5 mmZ 4G4+2x1,5 mmZ Accessories 4G6+2xl,5 mmZ Discharge connections,adapters,hose connections and other 4G10+2x1,5 mmZ mechanical accessories. Electrical accessories such as pump controller,control panels,starters, monitoring relays,cables. See separate booklet or www.flygt.com,for further information. 3 �C; N 3153 MT-Motor rating and performance curve Pz[kW]/ [hp] m 20 14 M 432 10 433 12 o Q w m 15 10 434 0 c z Q Y C O 0 8' - 435 O. CD 3 1 436 E o 3 u w 6 a o is `o 13 C_ p +� m m O O. o x H[m]/[ft] c� in a w Installation P s T z 90 MT 460 V,60 Hz,3-,1760 r/min 25 435 8,9 16,0 95,0 0,82 Yes 80 436 8,9 16,0 95,0 0,82 Yes 70 20 - 432 460 V,60 Hz,3-,1755 r/min 60 434 11,2 19,0 112 0,84 Yes 50 15 - 435 111,2 119.0 112 0,84 Yes 40 436 11,2 19,0 112 0,84 Yes 10 460 V,60 Hz,3-,1760 r/min 30 432 13,4 23,0 148 0,82 Yes 20 433 433 13,4 23,0 148 0,82 Yes 5 10 434 13,4 23,0 148 0,82 Yes 434 1 435 13,4 23,0 148 0,82 Yes 0 O 436 435 436 13,4 23,0 148 0,82 Yes 0 20 40 60 80 100 120 140 Y/D starling current is approximately 113 of D starting current. 0 500 1000 1500 2000 2500 Q[I/s]/[usgpm] 5 I F ILUVG N 3153 LT, T-installation LT, Z-installation 022(12.)IN SUPPORT 022(bY y N2� 12Y) `10 M20(12. IN PUMP HOUSE 1 I TMry LS• -4.59 3C i P22(6•) 450 430 QN 50 I _ M20 6Y) i nl 50 y MD1G ' 1 Dw112�m 1—mElBon DIIONs�RFL nvE t T 405 0 LMl I tM,. JRO I J M7 �0 OpNI 315J L/~ N)� ^� Dimensional!mg W D�a[nD NZ 3153 lT _ t• LT, Z-installation MT, P-installation 022 (4x)IN SUPPORT 63 445 M20(4x)IN POMP HOUSC •Er.1r[ 530 • - 2!0 1t6 ON 150 0 0296 5 m 022 60 ♦ n o � 4 1090 NB/l `Nm—1) —�t53220 t ` 110 'Ilpaw( ♦ ��Al 02 4. 1 — 'Cul w•Tyl 101.C:a UNT os.. b _ s�o _I� w•1 eaa Di—.Iona drrg + )a . �.D NZ 3153 LT 11 er W M)ly�l MI�9 1 10 Flygt USA - Range Page 1 of 2 Range K ' rs-r The new pumps, which have pumping capacities up to 5501/s, 8,700 gpm,have undergone extensive testing in the field. The results fromI� — these tests show considerably lower energy consumption and fewer running problems. The highest efficiency value for a typical single-vane pump in a best- specific speed range is around 70% efficiency. By comparison, N- Pumps deliver 80% or better - equating to 15% less power consumption In several installations where clogging of the conventional pump was an issue, the power saving was as great as 50%. The broad range of pumping capacities offered by the new pump range, coupled with the self-cleaning advantages of the impeller and volute design, has opened up new possibilities for cost-effective operation in a wide variety of applications, these include: • Wastewater pumping • Raw water pumping • Cooling water • Sludge handling Storm water handling Industrial effluent handling. The new pumps in the range are: CJ ef Model 3 5531 3171 3202 3301 Rating -t t 13-18.5 22-45 kW 55-70 kW 50Hz kW kW Rating 12-18 hp 20-30 hp 35-75 hp 90-110 60Hz hp Discharge 100 150 150 150 mm/4" mm/6" mm/6" mm/6" 150 200 200 200 mm/6" mm/8" mm/8" mm/8" httn-//www flvuti, rnmogi6nR acn C/,)I lnnr%� Flygt USA - Range Page 2 of 2 200 250 300 250 mm/8" mm/10" mm/12" mm/10" 250 300 mm/10" mm/12" 350 mm/14" N-pump general performance range It �, 3D t tSO AD IOD h •Ft f is 1C0 20U S9U 4t iD0 LJGO '.DDO :!?DO B,UOJ VSaOm +F_ CL cai x � a Y ,_ S, P ••, x 3 a`i 2 m a U u a o L w iet t,i �. v Z? 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Tom• 1 S Q �J ► '' r q :Q O Z 1 � + ; ', `a'`. � i i '\,�_.�` i s�•: •� Z Sri I � III � •.� \ ai` � ,'` ''�_t �• � t% ? "•.`��''`' ,�.I,; •- = it / �• ` ; ,61 *� #` •� \ __ - N I ��t ••'i .a l• 4s� E •. j r ; � r i •ha �_M1 In r ' I ' �� `� O ,�' III •; ;; , ''' ! 4 S —I-' -- Hl�.._!_ .� .�✓-F'--.__1..� .-to-^-� .s e-^�:: z= .frs44«•-�-- *� �°. ...sF- �� =•r��enr, � - e>�2= rce= "��'_ 'ri� Ktdy=j" =1� MWi- SHEET OF Jemp1B05-002 GW.dwg 10/19/2005 07:37:27 AM Lot{wl �A t�de�,Subd..i,u<ai trn� . Groundwater Monitoring Survey Information Cap Distance Ground Monitor Well Elevation to Ground Elevation A-1 4813.28 1.74 4811.54 A-3 4816-05 0.00 4816.05 B-2 4821.44 2.20 4819.24 BA 4823.14 2.28 4820.86 C-1 4826-91 1.46 4825.45 C-3 4828.73 1.22 4827.51 D-2 4836.31 1.85 4834.46 NA 4834.55 0.90 4833-65 E-1 4842.47 1.72 4840.75 E-2 4842-95 1.90 4841.05 E-3 4843.62 0.89 4842.73 F-2 4848.28 2.10 4846.18 F4 4847.97 2.59 4845.38 519 4827-51 1. Enter Initials in Column 2. Enter Date in Column 3. Enter Measurements down from Cap in yellow cells Initials 'RJD RJD : I2JD I uO RJR MAE MAE MAE- MAE-,4 Date 3/2912005 4/1312O05 5/4/2005 5/1G17.005 5l31/20U5 i;1�13/200'i 7/1/2605 '7/17/015 BIfQ/�Of15 Monitor Well A-1 =3.69, .3.813 3.43 3.55 3;72 L.S7: 3.19 328 2.4,1" GW Elevation 4809-59 4809.39 4809.85 4809.73 4809.56 4810.77 481009. 4810.00 4810.87 A-3 ,1x 01 ' .1 6.55 66 ti-U1 4 GW Elevation 4809.04 4809 21 4809.50 4809.45 4810 0� 4811.46 4810.98 _4810.65 4810.50 B-2 .°G:;12 +` 5`99 5.7,8 8:93 6 4 5 (I 4 6,( 4 93 GW Elevation 4815 32 4815.45 4815.66 4815.51 4815.84 4816 9 3_1 481662 4816S1 4816.44 B-4 7.48 ?NA 7:78 -7.7,8 6./ i/£{ 0; G:3£S GW Elevation 4815.66 #VALUE! 4815.36 4815.36 4816.44 4817 36 14817 11 481676 4816.54 C-1 6.53 6:23r 5 9;';'i1 C>.Q5 %57Fi, j 4.5£3 ¢.2 4(i£S GW Elevation 4820,38 4820.68 I 4821.01 4820.86 4821.13 4822.33 4822.42 4822.71 462223 C-3(2) 6 56. " `5,y; 3 31 3 43; _z GW Elevation 4821.51 4821.92 4822.32 4822.17 4823.38 4825,42 4825.30 4824-00 4823.94 D-2 10,31' ` 1 '10 fit 51 36' ;,t ,91v 3 8:8A ;GQ7 r} 6 37 fi J i !Yif¢p51t GW Elevation 4826.00 4825.69 4826.95 4826,80 4827.43 4 129.34 4829.94 1 4829.81 4829.80 NA ff. ,iyAF. Ivnh: , �SNA .11 Mvm� - !! l,4�3A. 1�}t '+� :t• GW Elevation 4827.89 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! E-1 ?Z.r Y ', nKY DkY 9;'73 ' wr, b 59 GW Elevation 4831 27 #VALUE! #VALUE! £�VALUEI 4832.74 4834.96 4835.88 4835.82 4835.74 E-2 F�Y t j J��ft 1U tZ7;: 10'"l5' ,78 5 17 -- 5.1 5,29 .< 524- ,f GW Elevation #VALUE! 4835.06 4832 83 483270 4834.67 4837.18 4837 85 4837.66 4837.71 E-3 vpRY DRY 9,58, DRY 7.74 .6 .4.47_ GW Elevation #VALUE! #VALUE! 4834.04 #VALUE! 4836 38 483880 4839 20 4839.14 4839.25 F-2 :;ORY a{aRY: DRY DRY 7.28 4�iT?' 4.ifi 4.8t3 GW Elevation #VALUE! #VALUE! #VALUE! #VALUE! 4841.00 4843 61 4843.72 4843.40 4843-03 F-0 8.21 8`55.. a 7.Q4 �474 3 2sp'i 3 83 4 `'i-. ;,?3i,89 ' GW Elevation 4839.76 4839.42 4840.98 4840.93 4843.83 4844.75 4844.28 4843.97 4844.08 H I 4 7fi U 0 Rodr 8.4 0 U Pond 1 Water Elev 4823.88 4824.07 4823.81 4827.51 4827.51 Rod is 39~ r 1,4 Tl; 142. 0 0 Pond 2 Water Elev 4817.53 4818.29 4818.07 4827 51 4827.51 HI /3;82 •- ',0:. 4.7f Rod 16:45, .`0 tii.4t 0 0 Pond 3 Water Elev 4814.98 4827.51 4813.81 4827"51 4827.51 Date.1 011 912 00 5 File:502G W Data.As ENGINEERING DESIGN REPORT FOR LOYAL GARDEN SUBDIVISION ON-SITE WATER AND SEWER BOZEMAN, MONTANA DULY 2006 Thou ms,Dean &Hoskins,Inc. 1. TD& Great Falls, Bozeman, Kalispell, Montana Engineering Consultants Spokane, WA and Lewiston, ID Job No.B05-002 TABLE OF CONTENTS J� Design Report Appendices: Section 1 Water Section 2 Sewer Section 3 Inlet Capacity Calculations Spread Width Calculations Pipe Sizing Section 4 Detention Pond Sizing Calculations Section 5 Test Pit Locations and Groundwater Depths Section 6 Culvert Calculations Section 7 Pavement Design Test Pit Locations and Test Pit Logs Section 8 100-year Flood Section 9 Farmer's Canal Calculations Section 10 Traffic Signage Plan 1 Purpose The purpose of this report is to explain how water, sanitary sewer, and storm sewer facilities will be designed to meet City of Bozeman Design Standards and provide service to the Loyal Garden Subdivision. Introduction The Loyal Garden Subdivision is located in the city limits of Bozeman, Montana. With the parcels of land being in the NE '/, Section 16, T2S, R5E, P.M.M., Gallatin County, Montana. The project is bounded by Cottonwood Road on the east and Huffine Lane on the north. The subdivision is zoned residential office (R-O), R-4,medium density(R-3), R-1 and R-2 as found in the Bozeman Zoning Ordinance. The improvements include extending existing City water and sewer service to the site, construction of on-site water and sewer mains, City standard streets (curb, gutter and sidewalk) and stormwater management facilities. Design Report Water The proposed interior water system will tie into the offsite improvements. Water usage for each single family lot is estimated based on 1 unit per lot with 2.54 people/unit. The water usage for the multifamily and R-0 lots are estimated based on the lot size and zoning density. The water mains have been modeled using WaterCAD to determine pipe sizes necessary to provide adequate domestic and fire flow to the buildings and the hydrants located throughout the development. The water model was calibrated using two hydrant tests that were conducted by the City of Bozeman in November of 2005. Water system modeling was based on a 3:1 maximum hour to average day ratio and a 2.5:1 maximum day to average day ratio. Fire flow demands are per 1997 uniform Fire Code criteria. The water model indicated that it is possible to get 3,967 gallons per minute or greater throughout the development while maintaining a minimum pressure of 20 psi. New water mains will be 8" diameter minimum, class 51, ductile iron pipe. Hydrant leads will be 6"ductile iron pipe. Water service pipes have been sized based on the number of fixture units estimated for each residential and multi-family lot according to the City of Bozeman Building Division water service worksheet. One worksheet for single-family residential lots and one for multi-family lots can be seen in Appendix- Section 1. It was determined that single family lots will have a V water service line. Multi-family lot services were sized for 4-plexes. It was determined that a 15'service is required. Extra services have been added to provide for 4-plex buildings at the maximum density of 1 unit per 3000 square feet of buildable space on each multi-family lot. The intent of adding the services is to reduce the number of street cuts that are required as builders develop the multi-family lots. It is possible that not all of the water services will be used. If that is the case, the new owner of the lot will be responsible for digging up the service to the water main. Since it is unknown what use the R-4 zone will have, J -� eight-inch services will be added. Print outs of the average day,max day,max hour, and calibration scenarios can be seen in Appendix- Section 1. Sewer The proposed interior sewer system will connect to the new lift station installed during offsite improvements. New sewer mains will be constructed in each street. All new _ mains will be SDR 35 PVC, 8"diameter minimum and all services will be SDR 35 PVC, 4" diameter minimum. The sewer mains and services were sized using the City of Bozeman design Standards and the services were verified with the Uniform Plumbing Code—2003. Calculations for the mains in the single family lots were established using 1 unit per lot and 2.54 people/unit while the multifamily and R-0 lots were done per the design standards utilizing Table V-1 for establishing population density. A sewer flow rate of 72 gal/capita/day was used throughout the development. An infiltration rate of 150 gallons/acre/day was also included in these calculations. Peaking factors were calculated for each lot with the formula from the City of Bozeman Design Standards. The peak flow for the development was calculated to be 87.0 gallons per minute, the 100 acres east of the subdivision produced a peak flow of 163.6 gallons per minute, and the 40 acres southwest of the subdivision produced a peak flow of 69.2 gallons per minute. This yielded a total peak flow of 319.8 gallons per minute. The sewer main was sized based on Manning's Equation with the fo owmg assumptions as per DEQ Circular 2: • "n"value equals 0.013 • 8"diameter • minimum slope of 0.4% • pipe if three quarters full The last two pipes will have a slope of 0.42%while the rest are at the minimum of 0.4%. All of the mains will be 8" diameter because they have adequate capacity, the pipes into the lift station can carry 320.5 gallons per minute which is able to carry the estimated flow of 319.8 gallons per minute. Individual sewer services will be provided for each lot within the development. The sewer service will be 4" minimum and can be seen in Appendix- Section 2 for each lot. Multi-family lots will be provided with additional services to account for the possibility of having more than one building being built on the lot. The number of services was determined by assuming that the buildings would be built in 4-plexes and that there would be 1 unit per 3000 square feet of lot area. This is assumed to be the maximum possible density possible for these lots. Drainage Fixture Units were calculated for a 4- plex to verify the size of services to the multi-family lots and can be seen in Appendix- Section 2. l WATER DEMAND SPREADSHEET Loyal Garden Subdivision 6/20/2006 Water Demand Junction Block Lot Zone Units People GPD ave Max Hour Max Day (1/3000so (2.54/unit) (200gal/per day) (3'ave.hr)gpm (2.5'ave.day) J-66 1 1 R-0 - 22 4473.7 9.320 11184.2 J-67 1 2 R-0 - 21 4109.0 8.560 10272.5 J-67 1 3 R-0 - 18 3515.9 7.325 8789.7 J-9 1 4 R-3 1 2.54 508 1.058 1270 J-9 1 5 R-3 1 2.54 508 1.058 1270 J-9 1 6 R-3 1 2.54 508 1.058 1270 J-9 1 7 R-3 1 2.54 508 1.058 1270 J-9 1 8 R-3 1 2.54 508 1.058 1270 J-9 1 9 R-3 1 2.54 508 1.058 1270 J-9 1 10 R-3 1 2.54 508 1.058 1270 J-52 1 11 R-4 - 46 9103.1 18.965 22757.7 J-8 3 1 R-3 1 2.54 508 1.058 1270 J-8 3 2 R-3 1 2.54 508 1.058 1270 J-8 3 3 R-3 - 8 1679.1 3.498 4197.6 J-52 3 4 R-3 - 6 1181.9 2.462 2954.9 J-83 3 5 R-3 1 2.54 508 1.058 1270 J-83 3 6 R-3 1 2.54 508 1.058 1270 J46 3 7 R-3 1 2.54 508 1.058 1270 J46 3 8 R-3 1 2.54 508 1.058 1270 J46 3 9 R-3 1 2.54 508 1.058 1270 J46 3 10 R-3 1 2.54 508 1.058 1270 J-7 3 11 R-3 1 2.54 508 1.058 1270 J-7 3 12 R-3 1 2.54 508 1.058 1270 J-7 3 13 R-3 1 2.54 508 1.058 1270 J-7 3 14 R-3 1 2.54 508 1.058 1270 J-7 4 1 R-2 1 2.54 508 1.058 1270 J-7 4 2 R-2 1 2.54 508 1.058 1270 J-7 4 3 R-2 1 2.54 508 1.058 1270 J-7 4 4 R-2 1 2.54 508 1.058 1270 J-7 4 5 R-2 1 2.54 508 1.058 1270 J46 4 6 R-2 1 2.54 508 1.058 1270 J46 4 7 R-2 1 2.54 508 1.058 1270 J46 4 8 R-2 1 2.54 508 1.058 1270 J-46 4 9 R-2 1 2.54 508 1.058 1270 J46 4 10 R-2 1 2.54 508 1.058 1270 J-46 4 11 R-2 1 2.54 508 1.058 1270 J-40 4 12 R-2 1 2.54 508 1.058 1270 J-40 4 13 R-2 1 2.54 508 1.058 1270 J-40 4 14 R-2 1 2.54 508 1.058 1270 J-40 4 15 R-2 1 2.54 508 1.058 1270 J-40 4 16 R-2 1 2.54 508 1.058 1270 JA0 4 17 R-2 1 2.54 508 1.058 1270 J-40 4 18 R-2 1 2.54 508 1.058 1270 J-5 4 19 R-2 1 2.54 508 1.058 1270 J-5 4 20 R-2 1 2.54 508 1.058 1270 J-5 4 21 R-2 1 2.54 508 1.058 1270 Loyal Garden Subdivision 6/20/2006 i Water Demand Junction Block Lot Zone Units People GPD ave Max Hour Max Day (1/3000sfl (2.54/unit) (200gaVper day) (3'ave.hr)gpm (2.5'ave.day) J-5 4 22 R-2 1 2.54 508 1.058 1270 J-5 4 23 R-2 1 2.54 508 1.058 1270 J-5 5 1 R-2 1 2.54 508 1.058 1270 J-5 5 2 R-2 1 2.54 508 1.058 1270 J-5 5 3 R-2 1 2.54 508 1.058 1270 J-5 5 4 R-2 1 2.54 508 1.058 1270 J-5 5 5 R-2 1 2.54 508 1.058 1270 J40 5 6 R-2 1 2.54 508 1.058 1270 J-40 5 7 R-2 1 2.54 508 1.058 1270 J40 5 8 R-2 1 2.54 508 1.058 1270 J40 5 9 R-2 1 2.54 508 1.058 1270 J-40 5 10 R-2 1 2.54 508 1.058 1270 J-40 5 11 R-2 1 2.54 508 1.058 1270 J-40 5 12 R-2 1 2.54 508 1.058 1270 J-34 5 13 R-2 1 2.54 508 1.058 1270 J-34 5 14 R-2 1 2.54 508 1.058 1270 J-34 5 15 R-2 1 2.54 508 1.058 1270 J-34 5 16 R-2 1 2.54 508 1.058 1270 J-34 5 17 R-2 1 2.54 508 1.058 1270 J-34 5 18 R-2 1 2.54 508 1.058 1270 J-34 5 19 R-2 1 2.54 508 1.058 1270 J-13 5 20 R-2 1 2.54 508 1.058 1270 J-13 5 21 R-2 1 2.54 508 1.058 1270 J-13 5 22 R-2 1 2.54 508 1.058 1270 J-13 5 23 R-2 1 2.54 508 1.058 1270 J-13 5 24 R-2 1 2.54 508 1.058 1270 J-13. 5 25 R-2 1 2.54 508 1.058 1270 J-13 6 1 R-2 1 2.54 508 1.058 1270 J-13 6 2 R-2 1 2.54 508 1.058 1270 J-13 6 3 R-2 1 2.54 508 1.058 1270 J-13 6 4 R-2 1 2.54 508 1.058 1270 J-13 6 5 R-2 1 2.54 508 1.058 1270 J-13 6 6 R-2 1 2.54 508 1.058 1270 J-13 6 7 R-2 1 2.54 508 1.058 1270 J-34 6 8 R-2 1 2.54 508 1.058 1270 J-34 6 9 R-2 1 2.54 508 1.058 1270 J-34 6 10 R-2 1 2.54 508 1.058 1270 J-34 6 11 R-2 1 2.54 508 1.058 1270 J-34 6 12 R-2 1 2.54 508 1.058 1270 J-34 6 13 R-2 1 2.54 508 1.058 1270 J-28 6 14 R-1 1 2.54 508 1.058 1270 J-28 6 15 R-1 1 2.54 508 1.058 1270 J-28 6 16 R-1 1 2.54 508 1.058 1270 J-28 6 17 R-1 1 2.54 508 1.058 1270 J-28 6 18 R-1 1 2.54 508 1.058 1270 J-28 6 19 R-1 1 j 2.54 508 1.058 1270 Loyal Garden Subdivision 6/20/2006 Water Demand Junction Block Lot Zone Units People GPD ave Max Hour Max Day (1/3000so (2.54/unit) (200gal/per day) (3'ave.hr)gpm (2.5'ave.day) J-28 6 20 R-1 1 2.54 508 1.058 1270 J-3 6 21 R-1 1 2.54 508 1.058 1270 J-3 6 22 R-1 1 2.54 508 1.058 1270 J-3 6 23 R-1 1 2.54 508 1.058 1270 J-3 6 24 R-1 1 2.54 508 1.058 1270 J-3 6 25 R-1 1 2.54 508 1.058 1270 J-3 6 26 R-1 1 2.54 508 1.058 1270 J-3 7 1 R-1 1 2.54 508 1.058 1270 J-3 7 2 R-1 1 2.54 508 1.058 1270 J-3 7 3 R-1 1 2.54 508 1.058 1270 J-3 7 4 R-1 1 2.54 508 1.058 1270 J-3 7 5 R-1 1 2.54 508 1.058 1270 J-3 7 6 R-1 1 2.54 508 1.058 1270 J-28 7 7 R-1 1 2.54 508 1.058 1270 J-28 7 8 R-1 1 2.54 508 1.058 1270 J-28 7 9 R-1 1 2.54 508 1.058 1270 J-28 7 10 R-1 1 2.54 508 1.058 1270 J-28 7 11 R-1 1 2.54 508 1.058 1270 J-28 7 12 R-1 1 2.54 508 1.058 1270 J-21 7 13 R-1 1 2.54 508 1.058 1270 J-21 7 14 R-1 1 2.54 508 1.058 1270 J-21 7 15 R-1 1 2.54 508 1.058 1270 J-21 7 16 R-1 1 2.54 508 1.058 1270 J-21 7 17 R-1 1 2.54 508 1.058 1270 J-21 7 18 R-1 1 2.54 508 1.058 1270 J-2 7 19 R-1 1 2.54 508 1.058 1270 J-2 7 20 R-1 1 2.54 508 1.058 1270 J-2 7 21 R-1 1 2.54 508 1.058 1270 J-2 7 22 R-1 1 2.54 508 1.058 1270 J-2 7 23 R-1 1 2.54 508 1.058 1270 J-2 7 24 R-1 1 2.54 508 1.058 1270 J-8 8 1 R-3 1 2.54 508 1.058 1270 J-8 8 2 R-3 1 2.54 508 1.058 1270 J-8 8 3 R-3 1 2.54 508 1.058 1270 J-8 8 4 R-3 1 2.54 508 1.058 1270 J-8 8 5 R-3 1 2.54 508 1.058 1270 J-8 8 6 R-3 1 2.54 508 1.058 1270 J-8 8 7 R-3 1 2.54 508 1.058 1270 J-7 8 8 R-3 1 2.54 508 1.058 1270 J-7 8 9 R-3 1 2.54 508 1.058 1270 J-7 8 10 R-3 1 2.54 508 1.058 1270 J-7 8 11 R-3 1 2.54 508 1.058 1270 J-7 8 12 R-3 1 2.54 508 1.058 1270 Loyal Garden Subdivision 6/20/2006 i Water Demand Junction Block Lot Zone Units People GPD ave Max Hour Max Day (1/3000sf) (2.54/unit) (200gal/per day) (3"ave.hr)gpm (2.5'ave.day) J-37 9 1 R-2 1 2.54 508 1.058 1270 J-37 9 2 R-2 1 2.54 508 1.058 1270 J-37 9 3 R-2 1 2.54 508 1.058 1270 J-37 9 4 R-2 1 2.54 508 1.058 1270 J-37 9 5 R-2 1 2.54 508 1.058 1270 J-13 9 6 R-2 1 2.54 508 1.058 1270 J-13 9 7 R-2 1 2.54 508 1.058 1270 J-13 9 8 R-2 1 2.54 508 1.058 1270 J-13 9 9 R-2 1 2.54 508 1.058 1270 J-13 9 10 R-2 1 2.54 508 1.058 1270 J-3 10 1 R-2 1 2.54 508 1.058 1270 J-3 10 2 R-2 1 2.54 508 1.058 1270 J-3 10 3 R-2 1 2.54 508 1.058 1270 J-3 10 4 R-2 1 2.54 508 1.058 1270 J-3 10 5 R-2 1 2.54 508 1.058 1270 J-2 10 6 R-1 1 2.54 508 1.058 1270 J-2 10 7 R-1 1 2.54 508 1.058 1270 J-2 10 8 R-1 1 2.54 508 1.058 1270 J-2 10 9 R-1 1 2.54 508 1.058 1270 Loyal Garden Subdivision Water Demands pp- -,(,e ,2p GQ ;0e jM M, 9i Dl"-" ,4N. 90 NaIN c2ji IN J-2 10 25.4 5080 3.53 10.58 8.82 J-3 17 43.2 8636 6.00 17.99 14.99 J-5 10 25.4 5080 3.53 10.58 8.82 J-7 14 35.6 7112 4.94 14.82 12.35 J-8 10 31.3 6251 4.34 13.02 10.85 J-9 7 17.8 3556 2.47 7.41 6.17 J-13 18 45.7 9144 6.35 19.05 15.88 J-21 6 15.2 3048 2.12 6.35 5.29 J-28 13 33.0 6604 4.59 13.76 11.47 J-34 13 33.0 6604 4.59 13.76 11.47 J-37 5 12.7 2540 1.76 5.29 4.41 J-40 14 35.6 7112 4.94 14.82 12.35 J-46 10 25.4 5080 3.53 10.58 8.82 J-52 2 51.4 10285 7.14 21,43 17.86 J-66 1 22.4 4474 3.11 9.32 7.77 J-67 2 38.1 7625 5.30 15.89 13.24 J-83 2 5.1 1016 0.71 2.12 1.76 TOTAL 154 496 99247 68.92 206.76 172.30 I CALIBRATION CALCULATIONS ON Pnbc I of I- C17fl On WOW P-J . 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LN 103 a \ Map,cr"Od VdhArdMs-C " 569 Feet vpytl�i(C)1992�002 ESRI!na� Legend If Fire Hydrants Subtype Carrier Roads <ell other values ROADNAME ALLEY 4RIVLWAY UNK httpi*"•d2,ti9zt;t,-•oN:rvletlrnm.eari.esdmap.BsrimAp?ServfceNameWquarter sectiwd9t:C ••500Z -EZ 'ADN AVERAGE DAY JUNCTION AND FIRE FLOW REPORT MAX DAY JUNCTION AND FIRE FLOW REPORT MAX HOUR JUNCTION AND FIRE FLOW REPORT Scenario:Max Day R-1 1B1n—COITONVp OD-SIR /-� X (+ i v.92 3 In P�i6 t cotloRvr000-P1T0 1• R.2 iBD a P4T RESORT-MO } u RESORT-S P�i7 RB. �!Y per 174 d.� R 86 }8 FlRE•la PRE-J1 I+M', CIRR-JO 6 Z rr.ise P.7t PRE-1] opiSJ Y6�N� 1p 151 w i P-50 P51 l Pbe� W 'FlRE-16 }B--150-- y g PRE-15"o, a y,N FIRE-l�d 1 < p-04 141 P.t!i& FlRE-19'18 TJ 0 PRE-1J% 140 n� y p.10 139. 1 FlRE-111 FJRE-10 pa0 iL 71 F _ .. l J-37Tip 137 FIRE-911•'4 Y11 133 d; p.5s FlRE-0 P-13 !}1J }32 P-10 i FlRE-7 1� ! n FIRE-8,p I pA1 127 l79 ul � RRE-5� 9.2_5iRE-1 }9 125 e t t d; FIRE-3w 1 P-22 172 p,10 120}J1 R d FlRE-2 flRE-1 P•19 11_.,R-?__yt_1Z1—_____.._ -'-- 119 Cda Codpt.w•+1 iz 117 Unt In m.M On) 12.0 a B.D — a 10g Tft.Mad51 Pro1ed EngAr—NUmis Joys }1..VDya1 garden"garden_B 21.00.wcd Th ww9.Dean i Hosaas ac Wat*FCADVO.510.51201 0 MAX 09:58:44AM o Haessod NND oft lr . 37 Oro Wft Read VAdedn",CT007o0 USA .1-203.7515-1000 P.gs 1 u11 Scenario: Base ^ 12 ES I D u,4 L CAL 18 tz,4T 1c51v Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure 01) (gpm) Calculated iydraulic Grad (psi) (gpm) (ft) COTTONWOOD-PIT 4,811.03 Calibration Demand 1,519.40 Fixed 1,519.40 5,057.10 106.46 COTTONWOOD-S/R 4,810.00 Calibration Demand 0.00 Fixed 0.00 5,064.38 110.06 > 1/0 ✓ RESORT-PITO 4,812.88 Calibration Demand 1,453.10 Fixed 1.453.10 5,053.42 104.07 RESORT-S/R 4,820.14 Calibration Demand 0.00 Fixed 0.00 5,058.24 103.01 f D3 1 Title:Madill Project Engineer.Nichole Joyce j:V..Voyal gardenVoyal garden_final.wcd Thomas,Dean d,Hoskins One WaterCAD v6.5[6.51201 05/09/06 09:37:03 AM ®Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Base - S-r,¢-V l C CAI-r 82'4T l o A) Fire Flow Analysis Junction Report 1 Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (it) (gpm) Calculated lydraulic Grad (psi) (gpm) (ft) COTTONWOOD-PITO 4,811.03 Calibration Demand 0.00 Fixed 0.00 5,087.20 119.49 COTTONWOOD-S/R 4,810.00 Calibration Demand 0.00 Fixed 0.00 5,087.20 119.93 �/Zo ✓ RESORT-PITO 4,812.88 Calibration Demand 0.00 Fixed 0.00 5,085.79 118.08 RESORT-SIR 4,820.14 Calibration Demand 0.00 1 Fixed 0.00 5,085.79 114.93 >IISS f f Title:Madill Project Engineer-Nichole Joyce j:\..\loyal garden\loyal garden_final.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/09/06 09:37:30 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario Average Day Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pa Gem Demand Calculaled Pressure (it) (9Pm) C l.tl Gm (PsiLA (gpm (9Pm) ( COTTONWOOD-PITO 4,871.03 Zone Demand 0.00 Fixed Ofq 5.088.G? 11923 �R- COTTONWOOD-S/R 4,810.00 Zone Demand 0.00 Fixed 0.00 6.0"166 119.70 FIRE-1 4,B45.15 Zone Demand 0.00 Filled 0.D0 5,086.54 104.44 FIRE-2 4,846.09 Zone Demand 0.00 Fixed OAO S,060.54 104.47 4 FIRE-3 4,844.85 Zone Demand 0.00 Fixed 0.00 5,08654 1154,57 C f` FIRE-4 4.83929 Zen. Demand 0.00 Fixed 0-00 5.08654 1.W I� FIRE-5 4,840.03 Zone Demand 0.00 Fixed 0,00 5.0111 106.65 FIRE-6 4,838.29 Zone Demand 0.00 Fixed 0.00 5,08654 107.41 ?c FIRE-7 4,B34.81 Zone Demand 0.00 Fixed 0.00 S.GW54 106.91 FIRE-8 4,834,43 Zone Demand 0.00 Fixed 0.00 5,08654 109.08 FIRE-9 4,832.39 Zone Demand 0.00 Fixed 0.00 5,08654 109.96 FIRE-10 4,828.60 Zone Demand 0.00 Fixed 0.00 5.086.54 111.60 FIRE-11 4,62929 Zone Demand 0.00 Fixed 0.00 5,086.54 111.30 FIRE-12 4,B27.83 Zone Demand 0,00 Fixed 0-00 5,006-54 111.93 FIRE-13 4,823.91 Zone Demand 0.00 Fixed 0,00 5,086.54 113.63 FIRE-14 4,82321 Zone Demand 0.00 Fixed 000 51OW55 113.93 FIRE-15 4,823.23 Zone Demand 0.00 Fixed 000 5,06655 11392 FIRE-16 4,81 B.29 Zone Demand 0.00 Fixed 000 5,OB6.55 116.06 FIRE-17 4,81 B.53 Zone Demand 0.00 Fixed 000 5,086.55 115,96 FIRE-18 4,81222 Zone Demand 0.00 Fixed 000 5,086.55 118.69 FIRE-20 4,817.50 Zone Demand 0.00 Fixed 0 00 5,086.56 11641 FIRE-21 4,819.55 Zone Demand 0.00 Fixed 000 5,086-47 115.48 J-1 4,844.95 Zone Demand 0.00 Fixed 0.00 5,0136.54 1K53 J-2 4,845.31 Zone Demand 3.53 Fixed 3.53 S.W11,54 104.37 J3 4,839.72 Zone Demand 6.00 Fixed COD 5.086,54 106.79 J4 4,B34.Bl Zone Demand 0.00 Fxed 0.00 S.OBA54 108,91 J-5 4,828.32 Zone Demand 3.53 Fixed 3.53 5,08654 111.72 J-6 4,B24.00 Zone Demand 0.00 Fixed 0.00 5,086,54 113.59 J-7 4.823.15 Zone Demand 4,94 Fixed 4.04 6,OBBS4 113.96 J-8 4,818.95 Zone Demand 4.34 Fixed 4.34 5,0(M55 115.78 J-9 4,812.51 Zone Demand 2.47 Fixed 247 5,086.55 110,56 J-10 4.812.51 Zone Demand 0.00 Fixed MOO 51006.66 118.56 J-12 4,834.99 Zone Demand 0.00 Fixed 0.00 5,080-S4 108.04 J-13 4,833.67 Zone Demand 6.35 Fixed 6.35 5,080.S4 109.41 J-15 4,824.63 Zone Demand 0.00 Fixed ova 5,086.54 113.32 J-17 4,845.42 Zone Demand 0.00 Fixed 0.00 5,086S4 104,32 J-19 4,846.34 Zone Demand 0.00 Fixed 0.00 5.006.54 104.36 J-20 4,845.07 Zone Demand 0.00 Fixed 0100 5.08654 104.47 J-21 4,845.07 Zone Demand 2.12 Fixed 2.12 5,006.54 104.47 J-22 4.945.73 Zone Demand 0.00 Fixed 0.00 5,08654 104.19 J-25 4,839.63 Zone Demand 1. Fixed III= 5,006.54 106.83 3-26 4,84027 Zone Demand a00 F6d10 0.00 5,DW.54 10655 J-27 4,838.67 Zone Demantl 0.00 Fixed 0.00 5,086-54 10724 J-28 4,B38.54 Zone Demand 4.59 Fixed 4.50 5,08654 107,30 J-32 4,834.64 Zone Demand 0.00 Fixed 0.00 5,086-S4 101199 J33 4,83258 Zone Demand 0.00 Fixed 0.00 5,1186.54 109,88 J34 4,832.14 Zone Demand 4.59 Fixed 4.59 5A8654 110.07 J-37 4,82B 76 Zone Demand 1.76 Fixed 1.76 5.086.54 111.53 J-38 4,829.41 Zone Demand 0.00 Fixed 0.00 S,O86-6.4 11125 J-39 4,828.08 Zone Demand _ 0.01) Fixed 0.00 5.00654 111.83 J40 4,827.88 Zone Demand 4.94 Fixed 4.94 5,086-84 11191 J44 4,823.42 Zone Demand CM Fixed 0.00 5.086.55 11384 J45 4,823-46 Zone Demand 0.00 Fixed 0,00 5,086.55 11302 J46 4,823.36 Zone Demand 3.63 Fixed 3.53 5.006.55 11387 J30 4,818-57 Zone Demand D-00 Fixed 0.00 5.088-% 115.94 J-51 4,818.67 Zone Demand 0.00 Fixed 0.00 6,08656 115.90 332 4.818.48 Zone Demand 7.14 Fixed 7.14 5.008-55 11598 J-58 4,6 It,-36 Zone Demand 0.00 Fixed 0.00 5,086.56 11603 J-57 4,816.00 Zone Demand 0.00 Fixed 0.00 5,086.56 117.08 J-50 4.017-20 Zone Demand 0.00 Fixed 0.00 5.086.56 110.54 J-59 4.819.55 Zone Demand 0-00 Fixed 0.00 5,0B8.47 115.48 J-60 4.812.88 Zone Demand 0.00 Fixed 0.00 5,086.11 110.21 J-68 4,819-S0 Zone Demand 3.11 Flied 3A1 6,086.55 115.54 J-67 4.820.50 Zone Demand 5.30 Fixed 5.30 6,086.55 115.11 J-68 4,619.50 Zone Demand 0.00 Fixed 0.00 61006.55 115.54 J-69 4.011.45 Zone Demand 0.00 Feted 0.00 5.086.61 119.05 J-70 4.811.76 Zone Demand 0.00 Fixed 0.00 5,086.61 118.92 J-75 4.821.00 Zone Demand 0.00 Fixed 0.00 5,0B8.41 11483 J-76 4,020./4 Zone Demand 0,00 Fixed 0.00 5,086.30 1im9 J-77 4,811.44 Zone Demand 0.00 Fixed OAO 6,066.62 119.06 "1 4,810,00 Zone Demand 0.00 Fixed 0.00 6.0a8.66 119.70 J-82 4,820.00 Zone Demand 0.00 Fixed 0.00 6.006.55 11532 J-83 4,820.50 Zone Demand 0.71 Fixed 0.71 SAW-% 115.11 RESORT-PRO 4.812,88 Zone Demand 0.00 Fixed 0.00 5,086.11 11821 RESORT-S/R 4,820.14 Zone DernarA 0.00 Fixed 0.00 6,00839 115.19 TRW.Madill Project Engineer Nirilol.Joyoe KI..Voyal garden"yal gaden m_6 21 06-d Tfroae an,De 8 Hoskins Inc WalerCAD V6.5 i6 51201 0CJ21M6 09:11:26 AM ®Haestad m.W dt,Inc. 37 Bnookslde Road Waterbury,CF 06708 USA +1-203-7551666 Page 1 0l 1 Scenarl.-Average Day Fire Flow Analysis Fire Flow Report Label Fea Flow Fire Flow Satisfies Needed Available Total Residual CQk,M Cokuhterl ffirv- mina n 7. Zone Ilor Dom Balanced? Fie Flow Fie Flow Fire Flu. Pressure Mnimum Residual Zone Pressure Con cl.HO (gpm) Fbw Available (ps) Zone Pressure Junction (Psi) 1 (gpm) (gpm) Pressure (Ps) (ps) FIRE-1 1 Irue true 2,500.00 4,000,00 4.OWOD 20OD 63.63 58,79 J-V 2OW Zona J-56 1 Ime true 2,500.00 4,000.00 4,000.W 20.00 12,42 84.26 J-22 20,00 Zone J-52 1 true true 2,5DO.00 4,000.00 4,007.14 MW 63,58 67.00 J-22 2600 7- FIRE-11 1 no true 2,5W,00 4,WO.W 4,000.OD M.W 04.68 60.32 J-22 0OD Zone J-57 1 true true 2,500,00 4,00OW 4,WD,W 20-00 73.19 B6.06 J-22 20.011 Z*00 J-60 I true true 2,500.00 4,OOQ00 4,000,W 20.00 86-74 86.74 RE&OR 20.00 Iona FIESORII I true true 2,500.00 4,000.00 4,OW.W 20.W 86.74 73.14 J-60 MOD Zone J-58 1 true Irue 2,500.00 4.000W 4,000.W 20.00 M30 85.71 J-22 20,01)Zone J-59 1 We true 2.500.00 4,000,0 4.OW..00 2000, 77.51 81_43 J-22 20.00 Zone J-51 1 Irue true 2,500.00 4,00D.W 4.000-00 20,00 8303 65.83 J-22 MW Zone FIRE-1 1 We true 2,500-00 4,OMW 4.00000 moo 5867 56.37 J-22 20.00 Zone J-44 1 true true 2,500.00 4,000.W 4,WO.W MW 59.60 5959 FIRE-1 2000. Zone FIRE-11 1 true true 2.500.00 4,00D.W 4.000.W 20.00 5809 51-05 J-37 70,00 Zone FIRE-1 1 Irue true 2,500.00 A,OW,W 4,0M00 20,00 52.72 45-66 J-38 MW Zone J-45 1 Irue true 2.500.00 4.000W 4,000.01) moo 61-59 68.28 J-22 MW Zone FIRE-1 1 true true 2,500.00 4.000.00 4,000.00 20.00 61.59 61-27 J-22 20.00 Zone J50 1 true true 2.500.00 4.OW.00 4,000.00 M.W 64.58 6731 3-22 MW Zone JA6 1 true Irue 2,500,00 4.000,W 4,W3,53 20,00 61.49 7109 J-22 20-00 Zone FIRE-1 1 Irue true 2,500,00 4.OWOD 4,000.00 MOO 59.69 52.57 J-44 MW zone RESORI 1 We true 2,500.00 4.000.W 4.000,00 20.W 79.60 6&12 J-76 2000 zone J-81 1 Irue true 2,500.00 4,0DOM 4.000.00 20-W 77.73 91.68 J-22 MW Zone J-77 1 Irue true 2,500.00 4,OW.00 4,000.OD 20.W 75.91 BROO J-22 20.00 zone COTI-Ot 1 Irue true 2,500.00 4.D00-W 4,OW W 20.01) 711.73 77.67 J-22 MOO Zane J-83 1 Irue true 2,500,00 4,000.00 4,000.71 20.00 63,24 74.05 J-22 M,W Zone J-10 f true true 2,500,00 4.000,00 4,00000 20,00 69-13 65.16 J-22 2000 zone J-82 I Irue true 2,500,00 4.0MOU 4./1110 00 20.00 6471 75.58 J-22 20.00 Zone J-76 I true Irue 2,50000 4,000-W 4,00000 2000. 79.50 79.50 RESOF1 20.011)Zone J-66 I We true 2,50000 4,00000 4.003-11 20W 65.91 76.93 J-22 20.00 Zone J-67 I true true 2,500.00 4,00000 4,005-30 20-00 0e.A9 79.09 J-22 MOO zone FIRE-21 1 true true 2,500.00 4,00000 4,00000 2000. 13.19 76.21 J42 20-00 Zone FIRE-2 1 true true 2.500.00 4,000.00 4,00000 M.W 7751 76.41 J-22 20.00 Zone J-68 1 true true 2.500.00 4,OW.00 4,000.00 M.W 65.91 76,43 J-22 MW Zone COTTOI 1 true true 2.500.00 4.000.00 4,000.00 2001) 7591 75.97 J-22 2000 zMa J-75 1 true true 2.500.00 4.000.00 4.OW.00 MW 8021 79.39 J-22 MOO Zone J-69 1 true Irue 2.500.00 4.OW,W 4AMW 20.00 75.52 89.54 J42 MW Zone �iJ-70 I true true 2,500.00 4,000,00 4.000.00 20,00 M59 89A5 J-22 2000, Zone J-40 I true true 2,500.00 4.000.00 4,004.04 20.00 5854 66.15 J-22 M,W Zone FIRE-1 1 true Irue 2,500,00 4,000.01) 4.OW.00 20.00 6122 5639 J•17 M,W Zone J-15 1 true Irue 2.500.00 4.000.00 4,OW,00 MOD 61.75 51.89 J-17 MOO Zone J-12 1 true true 2,500-00 4,OW.W 4.01)0.00 M.W 54.34 4116 3-2 2000 Zone J-13 I true true 2.500,00 4,000.00 4,0130.35 20.00 5404 54,61 J-12 20.00 Zone FIRE-1 I Irue Irue 2,500.00 4,OW.00 4,OIJO.00 M.W 69.13 53.44 J-22 20.00 Zone J-19 1 true we 2,500.00 4,000.00 4.000,00 20.00 3326 33.16 FIRE-2 20.00 Zone J-20 1 true true 2,5MOO 4,000.00 4,ODO.W 20100 47M 4721 FIRE-3 20.00 Zane J-17 1 true true 2,500.60 4,000.W 4,OW.00 20.00 ML72 33.60 FIRE-1 20-W Zone FIRE-7 1 true true, 2.500.00 4,OW00 4,000.W M.W 33.60 26.61 J-17 M.W Zone FIRE-7 1 true Irue 2.500.00 4.00M 4,000,00 2000. 52,12 45,01 J4 MOO Zone J3 1 true true 2,500M 4.000M 4,006,00 M.W 47,52 47.36 J-2 20.00 Zom J4 1 true true 2500.00 4,OW,W 4,00000 20.00 .52.12 52.12 FIRE-7 20,W Zeno 11 1 true true 2,500,00 4,000.00 4,000.00 20.00 34.31 21.65 J-2 M.00 Zone 12 1 true true 2500.00 4,000.W 4,CM.53 20.00 34M 34.37 JA MOD Zone J-5 1 true true 2.500.00 4,000.91) 4,003,53 20.00 68.60 60.24 111 20.00 Zone JA 1 true Irue 2,500.00 4,0W.00 4,00434 MOO 64.72 6884 J42 20.00 zone J-9 1 true Irue 2,500.00 4,000.00 4,002.47 MOO 60.13 7046.1-22 M-W zone J8 I true true 2.500-00 4,000.00 4,000.00 M.W 61.22 63.40 J-17 20.00 Zane J-7 I true Irue 2,500.W 4,000.00 4.004,94 20.W 6175 65.30 1/7 M,W Zone J33 1 Wo true 2,500.W 4.000.00 4,000,00 20.00 55.50 58.44 J-22 M.W Zone J-34 1 We true ZAM.W 4.OW.00 4.W,1,59 2000 55.65 61.41 122 20,W Zone FIRE-6 1 true true 2.SW.W 4AW.00 4,OW.00 20.00 52.48 45.72 J-22 20,00 zone J-32 1 we true 24W.W 4,00G.W 4,13p0.01) 20.00 46.11 4&02 FIRE-8 MW Zone FIRE-8 1 We true 2,5W.W 4,000,00 4.000.00 20.00 46.02 39.00 J-32 MOO Zone J38 1 hue true 2,5W.W 4,ODO.00 4,OW-00 moo 52.77 52.72 FIRE-I 20M Z00a J39 1 true true 2,5W.00 4.000.00 4,0130.00 20,00 5&67 63.3-1 J-22 20.00 Zone FIRE-9 1 true true 2,500.DO 4,0DOM 4,001),00 20.00 MOO 51.41 J-22 20.00 Zone J37 1 true true 2,500.W 4.000.00 4,001.78 20.00 58.16 58.09 FIRE-t 20.W Zone FIRE-5 1 Irue true 2.500.00 4,000-00 4.OWOO MOO 4024 3323 J-26 20.00 Zone FIRE-2 1 true true 2,500-00 4AW.00 4,0010.00 20.W 33-15 26.15 J-19 20.00 Zone FIRE-3 1 true true 2,500.00 4,000.W 4AW-00 MOO 47.21 40-20 J-20 M-W Zone J-21 I hue true 2,5W.00 4,OW.W 4.00212 20.00 4&60 48.79 J-22 20.01)Zone J-22 1 true true 2,500M 4,OW.00 4,000.00 20.00 48.79 45.07 J-2t 20.00 Zone 125 1 true true 2,500-00 4,00O.011) 4,00000 20-00 45.78 45 63 FlRE-4 20.00 Zone J-28 1 tore true 2,500.00 4.OW.00 4,004.59 20,00 52.23 55-27 J-22 MOO ZOne FlRE-4 1 true two 2.500.00 4,000,00 4,000.00 2dW 4&83 38.67 J-26 20.010 Zone 126 1 hue true 2,600-W 4,01)(1.01) 4,000.00 20.00 40.34 4024 FIRE-5 20.00 Zone J-27 1 hue true 2,5W.00 4AWW 4,OW,W 20,00 5248 52.67 J•22 20.00 zone We:MadiN Project Engin-.NBchole Joyce ):t.Abyal garden%pi garden-6 21 W wed Thomas,Veen A H-kf-I- W.Io GAD v6.5)65120) 0&21106 091203 AM C Haestad McBads,Inc. 37 Brookside tined Waterbury,CT 067W USA +1-203-756-1666 Page 1 of 1 Scenario Max Day Fire Flow Analysis Junction Report label Elevation Zone Type Base Flow PaOern Demand Calculated Presswe (11) (gpm) CakWnkd tydraLdle Grad (psi) (gpm) (6) COTTONWOOD-PIT 4,81103 zone Demand 0.00 Fixed 0.04) 5,08626 11908 COTTONWOOD-S/R 4,610.00 Zone Demand 000 Fixed 0.00 5,08633 11955 FIRE-1 4,845.15 Zone Demand 0.00 Fixed 0.00 5,0116.08 10424 FIRE-2 4,84509 2ane Demand 0.00 Fixed 0.00 5,OB6 OB 104.27 FIRE-3 4,844-85 Zone Demand 0.00 Fixed 0.00 5,006.08 104.37 FIRE-4 4,83929 Zane Demand 0-00 Fixed 0.00 5,006-08 106.77 FIRE-5 4,840.03 7.ane Demand 0.00 Fixed 040 5,0B6.08 106.46 FIRE-6 4.830.29 Zone Demand 0,00 Fixed 0,00 5,00608 107.21 FIRE-7 4,834-81 Zane Demand 0.00 Fixed 0100 5,DB8.08 108.71 FIRE-8 4,834.43 Zone Demand 0.00 Fixed 0ao 5,0B608 108.88 FIRE-9 4,832.39 Zane Demand 0.00 Fixed 0.00 5,0B6.68 109.76 FIRE-10 4,62B.60 Zone Demand 0.00 Fixed 0.01) 5,OB6.09 111.40 FIRE-11 4,829.29 Zane Demand 0.00 Fixed 000 5,086.09 111.10 FIRE-12 4,827.83 Zone Demand 0.00 Fixed 0.00 5.08609 111.74 FIRE-13 4,023.91 lone Demand 0.00 Fixed 0.00 5,086.09 113.43 FIRE-14 4,823.21 Zone Demand 0.00 Fixed 000 5,086-09 11374 FIRE-15 4,823.23 Zane Demand 0.00 Fixed 0.00 5,086.09 113.73 FIRE-16 4,818.29 Zone Demand CM Fixed 0.00 5,086.10 11587 FIRE-17 4,818.53 Zone Demand 000 Fixed 0.00 5,086,10 115.76 FIRE-18 4.612.22 20" Demand 0.00 Fixed 0.00 5,08513 118.51 FIRE-20 4,817.50 Zone Demand 0.00 Fixed 0.00 5.086.15 116.23 FIRE-21 4,819-55 Zone Demand 0,00 Fixed 0.00 5.08612 115.33 J-1 4,13M.95 Zen. Demand 0.00 Fixed 0,00 5,D86 08 104.33 J-2 4,045.31 Zone Demand 6.82 Fixed 8-82 5,086.OB 104.17 J-3 4,839.72 Zone Demand 14.99 Fixed 14-99 6.086.08 iMS9 J-4 4,834.81 Zone Demand 0.00 Fixed 000 5,006.08 108.71 J3 4,828,32 Zone Demand 8.82 Fixed 8.82 5,0B8.09 111.52 J6 4,024-00 Zone Demand 0.00 Feed 000 5,086.09 113.39 J-7 4,B23,15 Zone Demand 12.35 Fixed 12.36 5,08609 113.76 J3 4,B1B.95 Zone Demand 1085 Fixed 10.85 5,086.10 115.58 J-9 4,812.51 Zone Demand 6.17 Fixed 6.17 5,086.13 'I M38 J-10 4,812.51 Zone Demand 000 Fixed 0.00 5,086.13 1183E J-12 4,834.99 Zone Demand 0.00 Fixed 0,00 5,086.08 108,64 J-13 4,833.67 Zone Demand 15,88 Fixed 16.68 5,086.0B 10921 J-15 4.024.63 Zone Demand 0.00 Fixed 0.00 5,OB6.09 113,12 J-17 4,845.42 Zone Demand 0.00 Fixed 0.00 5,0B6.D8 104.12 J-19 4,845.34 Zone Demand 0,00 Fixed 0.00 5,086.08 104.16 J-20 4,845.07 Zone Demand 1. IN. 0.00 5,086-08 10427 3-21 4,845.07 Zone Demand 5.29 Fixed 629 5,086.08 10427 J-22 4,845.73 Zone Demand 0.00 Fixetl 000 5,086-08 103.99 J-25 4,939.63 Zone Demand MOO Fared 0.00 5,D86.08 106.63 J-26 4,B40.27 Zone Demand 0.00 Fixed 0.00 5,006-08 106.35 J-27 4,838.67 Zone Demand 0.00 Fixed 0.00 5,086.06 107.04 J-28 4,838.54 Zone Demand 11.47 Fixed 11.47 51080.00 107.10 J-32 4,834,64 Zone Demand 0.DO Fused 0,00 5,006.00 108.79 J-33 4,832-58 Zone Demand 0.00 Fixed 0.00 5.005,00 109.68 J-34 4,B32.14 Zone Demand 11.47 Fixed 11.47 5,060,06 109.87 J37 4.828.76 Zone Demand 4.41 Fixed 4.41 5,088.09 111.33 J38 4.829.41 Zone Demand 0.00 Fixed 0100 5.086.09 111.05 J-39 4.828.08 Zane Demand 0.00 Fixed CLOD 51008.09 111,63 J-40 4,827.88 20M Demand 12.35 Fixed 12,35 5.0111111,09 111.71 J-44 4,823.42 Zone Demand 0.00 Fixed 0.00 $100.09 11365 J-45 4.823.46 Zone Demand 0.00 Fixed 0.00 SA80.09 113,63 J46 4.823.35 Zone Demand 8.82 Fixed BJ12 51080.09 113.68 J-50 4,81 B.57 Zone Demand 0.00 Fixed 0.00 6A88.10 11575 J-51 4.818.67 Zone Demand 0.00 Fixed 0.00 5.080 to 115.70 J-52 4,818.48 Zone Demand 17.86 Fixed $7.86 5,086.10 115.79 J-56 4,818.38 Zone Demand 0.00 Fixed am SA8815 115.85 J-57 4,816.00 Zone Demand 0.00 Fixed 0.00 6.086.15 116.88 J-58 4,817.20 Zone Demand 0,00 Fixed 0.00 6.006.16 116.36 J-59 4,819.55 Zone Demand 0.00 Fixed Q00 6,088.12 115.33 J-60 4,812.88 Zone Demand 0.00 Fixed 0100 8.085.94 11814 338 4,819.50 Zone Demand 7.77 Fixed 7.77 5.088.11 115.35 J-67 4.820.60 Zone Demand 13.24 Fixed 1324 5,088.13 114.92 J-69 4.819.50 Zone Demand 0.00 Fixed 0.01) 6,088.11 115.35 J69 4.011.45 Zone Demand 0.00 Fixed MOD 6,08824 118.89 J-7D 4,011.70 Zone Demand 0.00 Fixed OAO 5,08624 118.76 J-75 4,821.00 Zone Demand 0,00 Fixed 0.00 5,006,08 114.69 J-76 4,11M 14 Zone Derard 0.00 Fixed 0.00 5,086.08 115.06 J-77 4.611.M Zone Demand 0.00 Fixed 0.00 6.08826 11 B.90 "1 4,810.00 Zone Demand 0.00 Fixed 0.00 51OW33 119.55 J-82 4,820.00 Zone Demand 0.00 Fixed 0.00 SAW 11 115.13 J-03 4.820.50 Zone Demand 1.76 Fixed 1.76 6,086.10 114.91 RESORT-PITO 4,812.80 Zone Demand 0.00 Fixed 0.00 5,01 118.14 RESORT-S/R 4.020.14 Zone Demand 0.00 Fixed 0.00 5,0B6.08 115.06 Tile:Madil Pro)ecl Englneer-Nkbole Joyce X Voyal gardenlloyal garden_6.21.06 wcd Thome;lies"A Hoskirns Inc WalarCAD v&518.5120) 06/21MO 09:12:50 AM O Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 0670E USA .1-203755-1666 Page 1 of 1 Scenar%.Max Day Fire Flow Analysis Fire Flow Report Label AeFlow Fite Flow Salt lle Needed Available Total R-i kal C k,.WW Culcul w Minoru nimum Zot Zorre Iro/ellons Balanced? Flre Flow Fire Flow Fire Flow Roswe No- Residual Zone Pressure Gmamhw (gpm) Fbw Available (ps) Zone Pressure Junction (ps) (gpm) 19pm) Pressure (ps) _ (PSD FIRE-1 I true Irue 2.500.00 4,000-00 4,000.00 20,00 61.70 5MBS 1-22 20.00 Zone J-56 I true Irue 2,500,00 4,O00 OD 4,000.00 20.OD 70.88 82.74 J-22 2000 Zone J-52 I Irue hue 2,500.00 4,000.00 4,017,86 2000. 6166 65,06 J-22 2000 Zone FIRE-1 I Irue true 2,50000 4.W0-W 4,DOO.W 20.00 6261 58.43 J-22 20.W Zone J-57 I true Irue 2,500.00 4,000.00 4,000.00 20.00 71.68 84.56 J-22 2000 Zone J-60 1 We Irue 2SOO.00 4,000.00 4,000,00 2000, 86.11 86.11 RESOR 20-00 Zone RESORI I true Irue 2,5W.00 4.000.00 4,000.00 20.00 06-11 72,52 J-60 2000. Zone J-58 t hue I- 2,50D.OD 4.000.00 4,000.00 20.00 71.87 84.24 J-22 20.00 Zone J-59 I true true 2,500.OD 4,000.00 4,000.00 2000. 76.01 80.16 J-22 20.00 Zone J-51 1 hue Irue 2,500.00 4,000.OD 4,000.00 2000 61.70 63,90 J-22 2000 Zone FIRE-t t true Inge 2,500.00 4,000.00 4,000.00 20,00 5663 54.34 J-22 20.00 Zone J-44 1 true I- 2,500.OD 4,OD0.00 4,000.00 20.00 5T71 57.62 FIRE-l 2000. Zone FIRE-11 1 true True 2,500,00 4,000-00 4,00000 2000. 56.03 48-99 J-37 2000 Zone FIRE-1 I hue true 2,500,W 4,000,00 4.000.00 20.0e 5067 43.61 J-38 2000 Zone J145 1 1- true 2,1W,W 4,WO.W 1...00 20-0 5982 66.32 J122 20.00 Zone FIRE-11 1 true Irue 2,500.00 4.000.00 4.000.00 20.00 5R62 59.31 J-22 20.00 Zone J-50 1 Irue Irue 2,500.00 4,000.00 4,000.00 20.00 62.61 65.42 J-22 20-00 Zone J-46 I We true 2.500.00 4,000.00 4.006.82 20.00 59.51 69.13 J-22 20-00 Zone FIRE-1 I true true 2,500,00 4,000.00 4,000.00 2D00 57,62 50.60 J-44 20.W Zone RE,SORI 1 Irue Irue 2.600,00 4,000.00 4,000,00 2000. 7639 65.01 J-76 2000 Zone J-81 1 true hue 2,600.00 4,000.00 4,000.00 2000, 7631 90.42 J-22 20.00 Zone J-77 1 true Irue 2.5W.W 4,000.00 4,000,00 2000. 74.45 88.45 J-22 20.00 Zone GOTTOII 1 hue 1- 2,500.00 4,000.00 4,000.00 20.00 76.31 76Al J-22 20.W Zone J-83 1 Irue hue 2.500.00 4.000.00 4,001.76 20.00 61.30 72.14 J-22 20.00 Zone J-10 1 true hue 2.500.00 4,000-00 4,000.00 20.00 67.27 63.49 J-22 20.00 Zone J-112 I true true 2,500,00 4,000 OD 4,OW.W 20.OD 62.81 73.73 J-22 20.00 Zone J-76 I Irue hue 2,500J00 4.000.00 4,DMOO 2000. 78.39 7830 FIESORI 2000 Zone J-66 I Irue 1- 2.500.00 4.000.00 4,007.77 2000 64.05 75.12 J-22 20-00 Zone J-67 I It.. true 2,500.00 4,000.00 4,01324 20.00 66.73 77.40 J-22 20.00 Zone FIRE-21 1 true true 2,500.00 4,000.00 4,000.00 20.00 71.68 74.73 J-22 20.00 Zone FIRE-2 1 true Irue 2,500.00 4.000-00 4,DOO.00 20.00 70.01 75.14 J-22 2000 Zone JSe 1 Irue Irue 2,5W.W 4.000.00 4,000.00 20.00 64.05 74.62 J-22 2000 Zone COTTOr 1 hue Irue 2,500.00 4,000.00 4,000.00 2000, 74.45 74.62 J-22 2000, Zone J-75 1 true We 2,500.00 4.0130,00 4,000,00 20.00 78.73 78.24 J-22 20.00 Zone J-69 1 hue true 2,500.00 4,00MOO 4,000,00 2000. 74,06 88.17 J-22 2000 Zone J-70 1 hue hue 2,5W.W 4,000.00 4,000.00 2000. 74.13 88.09 J-22 2000 Zone J-40 1 true hue 2,5W.00 4,000 DO 4,012.35 2000, 56.49 64.11 J-22 2000 Zone FIRE-1 I Irue Irue 2,500.00 4,000.00 4,OW.00 2000 59-16 54.39 J-17 20.00 Zone J-15 1 hue true 2,5W.00 4,O00.W 4,O0000 20.00 59,71 49.90 J-17 20.00 Zone J-12 I We Irue 2,5W.00 4,OW.W 4,0130.00 20,00 52.19 39.03 J-2 2000. Zone J-13 I true true 2,500.0() 4,O00.00 4,015.8E 20.00 51.91 52-48 J-12 20-00 Zone FIRE-1 t Irue true 2,500.00 4,O00-00 4,O00.00 20.00 67.27 51.74 J-22 20.00 Zone J-19 1 true true 2.5W.00 4.00O.00 4.000.00 20.W 31.11 31.00 FIRE-2 20.00 Zone J-20 I We true 2,5W.W 4,000.00 4,O00,00 20.00 45.17 45.08 FIRE-3 20.00 Zone J-17 I true true 2,5W.W 4,0W.00 4,000.00 20,00 31.54 31 A2 FIRE-1 20.00 Zone FIRE-1 I Irue true 2,5W.00 4,000.00 4,000.00 20.00 31.42 24.43 J-17 20.00 Zone FlRE-7 1 Irue true 2,500.W 4.000.00 4.000.00 20.00 49.98 42.87 J-4 20-W Zone J-3 I Irue We 2,5W.W 4,000.00 4.014-99 20,00 45.34 45.19 J-2 20.00 Zone J-4 I hue hue 2,500,W 4,OW.00 4,ODO,00 20.00 49.90 49.98 FIRE-7 20.00 Zone. J-1 15 true We 2,5W.W 3,9115.99 3,9135.99 20.00 3264 20.00 J-2 20.00 Zone J-2 1 true true 2,500.W 4,000.00 4,008,82 20.W 32.34 32.1E J-1 20.00 Zone J-5 1 Irue Irue 2,5W.00 4,000.00 4,008,82 20.W 56.50 58.18 J-17 20-W Zone J-e t true true 2,500.W 4,00000 4,010.85 20.00 62.75 66.94 J-22 20.00 Zane J41 I true Irue 2,6W.W 4,00O.00 4,006.17 20.00 6727 68.77 J-22 20-00 Zone J43 I bue true 2,500.W 4,O00.00 4,00000 20,00 59.16 61.46 J-17 20-00 Zane J-7 1 role hue 2,SW.W 4,00000 4,012,35 20.00 59.71 63.32 J-17 20.00 Zone J-33 1 hue true 2500.00 4,000.00 4,000.00 20.00 63.71 58.35 J-22 20-00 Zone J-34 I true true 2,500.W 4,000.00 4,011-47 20.00 53.56 59.33 J-22 20.00 Zone FIRE-6 1 true true 2,500.00 4,000.00 4,OW.00 20.00 5036 43.60 J-22 20.00 Zone J32 I hue true 2,500.00 4,OW.W 4,O00.00 20.00 44.01 43.92 FIRE-8 20.00 Zone FIRE-8 1 true true 2,500.00 4.000.00 4,000.00 moo 43.92 36.90 J-32 20.00 Zone J38 1 hue true 2.500.00 4,000.00 4,000.00 20.00 50.72 50.67 FIRE-1 20.00 Zone J-39 1 bw true 2.500-00 4,O00-00 4,0W.00 20.00 56.63 61.34 J-22 20OO Zone FIRE-9 1 true true 2,SM.00 4,000.00 4,0OO.00 20.00 5371 49.32 J-22 20.00 Zane J-37 I true Irue 2,600.00 4,000.00 4,004Al 20.00 56.10 58.03 FIRE-1 20.00 Zone FIRE-5 t true Irue 2,500.01) 4,O00-00 4,000.00 20.00 38.10 31AO J-26 20.00 Zone FIRE-2 1 hue true 2,SOO.00 4,OW.00 4,O00.01) 20.00 31.00 2400 J-19 20.00 Zone FIRE-3 1 true true 21500,00 4,OW W 4,DW W 20OO 45.08 38.06 J-20 20.00 Zone J-21 I it.. true 2,6MOO 4,OW.00 4,00629 20-00 46.37 46.66 J-22 20.00 Zone J-22 1 true true 2,500.00 4,OOO.00 4,OOO-00 20.00 46.66 42.94 J-21 20.00 Zone J-26 I true true 2,500.00 4,000.00 4,000.00 20.00 43,61 43.46 FIRE-4 20.00 Zone J-20 1 true hue 2,5W.W 4,000.00 4,011.47 20.00 50,11 53.15 J-22 20.00 Zone FIRE-41 hue true 2,5W.W WW 4,O . 4.000.00 20.00 4346 36.50 1.-25 20.00 Zone J-26 t bw true 2,5 � 4,O0000 4.000.00 20.003821 38.10 FlRE W W -5 20.W Zone 3-27 1 Irue [rue 2,5W.W 4,OOO.W 4,OW.W 20.00 50.36 50.55 J-22 20.00.Zone Title:MaQ41 Project Engineer:Whole Joyce p,.Voyal garderNoyal garden_6 21.06.wcd Thomas, aa 0n a Hoskins Im WeterCAD v6b j6.6120j 0621/06 09:13.14 AM C Haestad Metllods,Inc. 3713rookstde Road Waterbury,CT 087DB USA +1-203-7551686 Page 1 of 1 Scenario:Max Hour Fire Flow Analysis Junction Report Label Oevaeaa Zone Type Base Fbw Pa0em Demand Calcutaled Pressure (N) (gpm) tydraulic Grad (Ps) (gpm) (B) COTTONWOOD-PIT 4,81103 Zone Demand 000 Fixed 000 5,086.14 119.03 COTTONWOOD-S/R 4,810.00 Zone Demand 0-DO Fixed 0,00 5,086.22 119.51 FIRE-1 4,845.15 Zone Demand 0.00 Fixed 000 5,085.92 104.17 FIRE-2 4,845.09 Zone Demand 0.00 Fixed 000 5,085.93 104.20 FIRE-3 4,844.85 Zone Demand 0.00 Fixed 0.00 5,085.93 10A30 FIRE-4 4,839.29 Zone Demand 0.00 Fixed 0.00 5,085.92 10&71 FIRE-5 4,840.03 Zone Demand 0.00 Fixed 000 6,085.93 106.39 FIRE-6 4,839.29 Zone Demand 0.00 Fixed 0.00 5,085.93 107.14 FIRE-7 4,834.81 Zone Demand 0 DO Fixed 0.00 5,095.93 108.65 FIRE-8 4,834.43 Zone Demand 000 Fixed 0.00 5,OB5.93 108.81 FIRE-9 4,832.39 Zone Demand 000 Fixed 0-00 5,085.93 109.69 FIRE-10 4,628.60 Zone Demand 000 Fixed 000 5,085.93 111.34 FIRE-11 4,829.29 Zone Demand 0 00 Fixed 000 5,085-93 111.04 FIRE-12 4,827.83 Zone Demand 0.00 Fixed 000 5,085.93 111.67 FIRE-13 4,823.91 Zone Demand 000 Fixed 000 5,085.94 113-37 FIRE-14 4,823.21 Zone Demand 0.00 Fixed 0.00 5,085.94 113.67 FIRE-15 4,1123.23 Zone Demand 0.00 Faced 000 5,085-94 11366 FIRE-16 4,818.29 Zone Demand 0= Fixed 000 5,085-95 115.80 FIRE-17 4,818.53 Zone Demand 0.00 Fixed 0.00 5,085.95 115.70 FIRE-18 4,81Z22 Zone Demand 0.00 Fixed 0,00 5,085.99 118.45 FIRE-20 4,817.50 Zone Demand 0.00 Fixed 0.00 5,D86 03 11618 FIRE-21 1..11-55 Zone Demand 1110 Fixed 0.00 S,OB8.0O 115.20 3-1 4,844.95 Zone Demand 0.00 Fixed 000 5,085.92 1D4.26 J-2 4,845.31 Zone Demand 10.58 Fixed 0.58 5,085.02 104.10 J-3 4,839.72 Zone Demand 1799 Fixed 799 5,085.92 106.52 J4 4,834.81 Zone Demand 0.00 Fixed 0.00 5,085.03 100.65 J-5 4,828.32 Zone Demand 105B Fixed 10.58 5,085.93 111.46 J-e 4,824.00 Zone Demand 0.00 Fixed 0DO 5,085.94 11333 J-7 4,823.15 Zone Demand 14.82 Fixed 1482 5.085.94 113.70 J-8 4,818.95 Zone Demand 13-02 Fixed 1302 5,O115.95 115.52 J-9 4,812.51 Zone Demand 7.41 Fixed 741 5,085.99 11&32 J-10 4,812.51 Zone Demand 0.00 Fixed 000 5.085.99 118.32 J-12 4,834.99 Zone Demand 000 Fixed 0.00 5,085.93 108.57 J-13 4,833.67 Zone Demand 19.05 Fixed 19.05 5,005.93 109.14 J-15 4,824.63 Zone Demand 0.00 Fixed 0.00 5,085.94 11306 J-17 4.845.42 Zone Demand 0.00 Fixed 0-00 5,085.92 10406 J-19 4,845.34 Zone Demand 0.00 Fixed 0.00 5,085.93 10409 J-20 4,845.07 Zone Demand 0,00 Fixed 0.0O 5,085.93 10421 J-21 4,845.07 Zone Demand 6-35 Fixed 635 5,OB5.93 10421 J-22 4,845,73 Zone Demand 000 Fixetl 0.00 5,OB5,93 10392 J-25 4.839.63 Zone Demand 000 Fixed 000 51085.92 10656 J-28 4,840.27 Zone Demand 0.00 Fixed 0.00 5,005.93 1062B J-27 4,838.67 Zone Demand 000 Fixed 000 5,085.93 10698 J-28 4,838.54 Zone Demand 13,76 Fixed 13.76 5,085,93 19703 J-32 4,034-64 Zone Demand 0.00 Fixed 0.00 5,085-93 10872 J-33 4.832.58 Zone Demand 0.00 Fxed 0.00 5,085.93 109 51 J-34 4,832-14 Zone Demand 13.76 Fixed 13-76 5,OB5.93 109.80 J-37 4,828.76 Zone Demand 5.29 Fixed 5.29 5,085-93 11127 3-38 4,829.41 Zone Demand 0.00 Fixed 0.00 5,OB5,93 110,99 J-99 4,028-08 Zone Demand 0.00 Fixed 0-00 5,085.93 111.56 J40 4,027.88 Zone Demand 14.02 Fixed 14.82 5,085,93 111.65 J44 4,823.42 Zone Demand 0.00 Fixed 0.00 5,085,94 113.58 J45 4,523.46 Zone Demand 0.00 Fixed 0.00 5,085.94 113.56 J46 4,823.35 Zone Demand 10.58 Fixed 10.58 5,085.94 113.61 J-50 4,81857 Zone Demand 0.00 Fixed 0.00 5,085.95 115.68 J-51 4,818.67 Zone Demand 0.00 Fixed 0.00 5,OB5.95 115.64 J-52 9,818.48 Zone Demand 21.43 Fixed 21.43 5,OB5.95 115.72 J-56 4,818.38 Zone Demand 0.00 Fixed O.OD 5,O116.O2 115.80 J-57 4,816.00 Zone Demand 0.00 Fixed 0.00 5,OBB.O3 118.83 - J-58 4,81720 Zone Demand 0.00 Fixed 0.00 6,086.03 110.31 J-59 4,81955 Zone Dennend 0.00 Fixed 0.00 5,088.00 11628 JEO 4,812.88 Zone Demand 0.00 Fixed 0.00 5,085.89 118.12 J-66 4,819.50 Zone Demand 9.32 Fixed 9.32 5,085.97 116.29 J-57 4,820.50 Zone Demand 15.89 Fixed 15.89 6.005.99 114.87 J-68 4,819.50 Zone Demand 000 Fixed 0.00 5,085.97 115.29 J-69 4,811.45 Zone Demand 0.00 Fixed 0.00 5,OB6.13 118.04 J-70 4,811.76 Zone Demand 0.00 Fixed 0.00 5,086.13 118.71 ,1-75 4,821.00 Zone Demand 000 Fixed 000 5,08598 114.65 ' J-70 4,820.14 Zone Demand 0.00 Fixed 000 5,08598 115.02 J-77 4.811.44 Zone Demand 0.00 Fixed 000 5,086.14 118.85 J-81 4.810.00 Zone Demand 0.00 Fixed 0.00 5,086.22 119.51 J-82 4.820.00 Zone Dtmarnd 0.00 Fixed 0.00 5.085.96 115.07 J-83 4,820.50 Zone V mow 2.12 Fixed 2.12 5,OB5.95 114.05 RESORT-PRO 4,812.88 Zone Demad 0.00 Fixed 000 5,08509 118.12 RFSOFTf-S/R 4,820.14 Zone Dom" 0.00 Fixed 0.00 5,O85.98 115.02 Title:Madi9 P.Ke t En gha-NU W Joy- Y.) ..Voyal gardenVoyal garden_6.21 08 wcd Thomes,Dean 6 Hoskins Inc WaterCAD v6.516.51201 06/21/08 09:1222 AM O Haestad h%lhods,Ins 37 Brookside Road Waterbury,CT 06708 USA +1-203-7551666 Page 1 n1/ Scenario Max Hour Fire Flow Analysis Fire Flow Report Label Fie Flow rue Flow Satisfies Nestled Available Total Residual COkubttd C Jcut ocd t.6nhnuA rirnurn Z e Zone IT-0 0 Ba6nced? FFe Flow Fire Flow F- Flow Pressure Winimum Residual Zone Pressure Constraints? (gpm) Flow Available (psi) Zone Pressure Junction (ps) (gpm) (gpm) Pressure (ps) Ips) FIRE-1 1 true true 2.500.00 4,000.00 4,000,00 2000, 61.06 51120 J-22 MOD Zone J-56 1 We true 2,50000 4,OD0.00 4,000.00 2000 7038 Ill J-22 20.00 2-0 J-52 1 true true 2,500.00 4,000A0 4.021.43 2000 81.01 64.40 J-22 20.00 Zone FI RE-11 1 true We 2,500.00 4.000.00 4,OOD.W 20.W 61-95 57.79 J-22 20.00 ZoM J-57 1 true Inre 2,500.00 4At10 OD 4,000,00 2.000 71.17 84.00 J-22 20.00 Zane J-60 1 Irue We 2,50000 4,000.0D 4,000.00 2000 85.90 85.90 RESORI 20,W ZOnt FIESOM 1 We true 2,500.00 4AW.00 4,011VM 20,00 85.90 72.31 J-60 20100 Zane J-58 1 We We 2,500.00 4,000.W 4,000.00 20,00 11.36 03.75 J•22 20,00 Zone J-59 1 true We 2,500.00 4,0W,01D 4,000.00 20.00 7650 79.73 J•22 20.00 ZOM J-51 1 true Irue 2,50000 4,000.00 4,01)[1.00 20.00 51.05 83,25 422 20.00 Zonit FIRE-1 1 true Irue 2.500.00 4,01XT00 4,00D.00 MOO 56.94 5365 J-22 2000 Zone J-" 1 true true 2,500.00 4,00000 4,000,0() 20.00 67.0r WM FIRE-1 20.00 Zone FIRE-11 t true W. 2,50000 4,000AD 4,DW,00 20,W 5633 4529 J-37 2000, Zone FIRE-1 1 We Irue 2,500.00 4,000.0() 4,000.00 20,00 4998 42,92 J-38 20.W Zone J-45 1 true Irue 2,500.00 4.000.00 4.000.00 20.00 58,06 65.06 J-22 2000. Zone FIRE-1 1 true We 2,500,00 4,00D.00 4,000.W 20.00 Sava 50.85 J42 2000. Zone J-50 1 true Irue 2,500,00 4,00D.00 4,000.W 20,00 01.9S 64.76 J-22 20.00 Zone J-46 1 We We 2,60000 4vDD OD 4.01058 2000, 5684 6847 J-22 2000 Zone FIRE-1 1 We true 2,5W.0D 4,OW.00 4,000.01) 20.W 55-06 4994.1-44 2000 Zone RESORI 1 true W. 2,500.W 41ADOM 1,00.0D 20.00 78.01 84.63 J-76 20.W Zone J-81 1 We, We 2,5W.00 4AW.W 4,000-00 20.00 75.83 89.99 J22 20,00 Zone J-77 1 Irue We 2,500.00 4.000.00 4.000.00 MOO 7396 88.00 J-22 20.OD Zone 001701, 1 We true 2,500.00 4AW,W 4,000.00 70.00 T5.83 75.90 J,22 2000 Zone J-83 1 We We 2,500.00 4,000.0t) 4,002.12 20,00 boos 71.50 J-22 2000 Zone J-10 1 Inre true 2,500-00 4,00MOD 4,OW.00 2000 6665 62,91 J-22 70,00 Zone J-82 1 We We 2,500.00 4.0W00 4.000.00 20.00 6217 7310 J-22 2000 Zone J-76 1 We We 2,5W.00 4,000DD 4.OW..00 2000 78.01 78,01 RESOR 2000 Zone J-66 1 true True 2.50000 4.000.00 4,009.32 20.00 6342 74.51 J-22 2000 Zone J-67 1 We We 2,50000 4,(MOO 4,01589 213 W 6613 76.82 J-22 2000 Zone FIRE-2 1 Irue We 2,5W 00 4.DDO,W 4,000.00 20,00 71.17 74.23 J-22 20.00 Zone FIRE-2 1 Irue true 2,500.00 4,000.00 4,00000 2000 7550 74.71 J-22 20,OD Zone J-68 1 Irue true 2,50000 4,DW.00 4,000.00 20.00 6342 74.01 J-22 2000 ZOnO COT-Tot 1 true true 2,5W 00 4.00D 00 4.000M 2000. 7196 74,10 J-22 20.W ZOne J-75 1 true true 2,500.DO 4,000.00 4.OW.00 20.00 7622 77.M J-22 20.W Zone J-69 1 We true 2,5W,00 4,000.00 1,000,00 2000. 73.56 87.71 J-22 20.00 Zwo J-70 1 We We 2,500.W 4,00000 4AOO.00 20.00 73" 8763 J-22 2000 Zone J-40 I W. true 2,500.00 4,00000 IA14A2 20.00 MOO W.43 J-22 2D.D0 Zone FIRE-1 1 We true 2.500.00 4,000-00 4.000.00 20.00 58,46 53.71 J-17 20.00 ZOO* J-15 1 We We 2,500.00 4,411O.00 4,000.00 20.00 59.01 49.23 J.17 20.00 Zone J-12 1 We true 2.500.00 4,OW W 4,0W.00 2000 51.40 38.32.12 20.00 Zone 3-13 / We We 2,500.00 4,0MOD 4,019,05 20.00 51,19 51.76 J-12 2000 Zone FIRE-1 1 true bue 2,500.00 4,OOD00 4,OW.W 20.W 68.66 51.17 J-22 20.00 Zone J-19 1 true We 2,500,00 4.000.00 1,01)D-00 MOO 30.38 30,27 FIRE-2 MOO Zone J-20 1 true true 2,500.00 4,OW00 4,01XI,00 2000 44.46 44,36 FIRE-3 20.00 Zone J-17 1 We true 2,500.00 4.00000 4,OW,00 MOO 30.00 30.68 FIRE-1 20.00 Zone FIRE-1 1 true true 2,50000 40W.W 4,000-W 20.00 30,68 23.69 J-17 20.00 Zone FIRE-7 1 true t- 2.500.00 4,000.00 4.000,00 20.00 49.26 42.15 J-4 201W Zone J-3 1 We We 2,500,00 4,000.W 4,017499 20.00 44.61 44.46 J-2 20.00 Zone J-4 1 true We 2,500.00 4AW.W 4,000M 2*00 4926 49.26 FIRE-7 MOO Zone J-1 14 true bue 2500.00 3,966.86 3,966.88 20.00 3252 20.00 J-2 20.00 Zone 3-2 1 true We, 2,50000 4.000,00 4,010-58 20,W 31.60 31.44 J-1 2000 Zau J3 1 true hue 2,500.00 4,00W 4,010.58 20100 55,79 67.48 J-17 20.00 Zone J-8 1 true true 2,500.00 4,000.00 4,013.02 MOO 6200 6631 J-22 20.00 ZOn4 J-9 1 We We 2.5W.00 4,OW.00 4,007.41 20.00 66.64 68.fD J-22 20.W Zane J-6 1 We We 2,5W.00 4,000.00 4,OW.00 20.00 58.46 W.76 J•17 20.00 Zane J-7 1 We true 2.50000 4,DW.W 4,014,02 20.00 50..01 02.04 J-17 20.00 zme J-33 1 We true 2AW.00 4,000.00 4.000.00 20.00 53W 66.65 J-22 20-00 Zone J34 1 True, true 2,5W.00 4,000.00 4.013.76 20-00 5285 50.62 J•22 20.W Zone FIRE-6 1 We We 2,SW.W 4,000.00 4,0W.00 20,00 40.64 42.00.122 20,00 Zone J32 1 true We 2.500W 4.090.00 4,000.W 20.00 4330 43.21 FIRE-8 MOO Zone FIRE-8 1 We We 2.SWAD 4,000.W 1,00000 20.00 4321 36.19 J-32 20.00 Zone J-38 1 We We 2,600.00 4,OW.00 4,000.00 20.01) 5003 49.9e FIRE-1 20.00 Zone J-39 1 We We 2,S00.00 4AW.00 4.000W 20.00 55,94 WAS J-22 20,00 Zone FIRE-9 1 We We 2,6W.W 4=00 4,01M.00 20.00 IMOD 48.82 J-22 20.W Zeno J-37 1 hue We 2,5W.00 4.000.00 4.00520 20,W 55.40 65M FIRE-11 2000 ZOne FIRE-5 1 We We 2.500A0 4.000.00 4.OW.00 MOO 37.38 30.38 J-26 20.00 2ono FlRE-2 1 true true 2,5MOO 4AW.00 4,01XI.00 20,00 30.27 2327 J-19 20.W Zate FIRE-3 1 tNe true 2,50p.00 4AK00 4.OW.00 20.W 44.36 37.34 J-20 20.00 Zone J-21 1 We We 2,5W,00 4,000.00 1,006aI5 20.00 46.65 46.94 J-22 20.W Zone J-22 1 true true 2.500.01) 4,0W.00 4,000.W 20 W 45.94 4222 J-21 20.00 ZOne J-26 1 We We 2,SW,W 4,000.00 I,000.W 20.00 42.88 42.73 FIRE-4 20.00 Zone J-28 1 We We 2.WO.00 4vD0,DD 4.013.78 20.W 49.39 SZ44 J-22 20.00 Zola FIRE-4 1 We We 2,50D.W 4,OW.00 4,WO00 20.00 4273 35.77 J-25 20.00 ZOne J-26 1 We true 2.6W.W 4,000-W 4.000 20.W 37.49 37.38 FlRE-6 20.W Zone J-27 1 We We 2.500W 4,000W 4.OW.W 20.W N.84 49.63 J•22 20.W Zone T,Ite: Will Project Engineer.Nktob i Joyce J:\.Nzal 9arden\byal garden_621.06.wcd Thor-,Dean A 11-Npne ine Wel-CAD v6 5 16 5120) 0&2//06 09:12:40 AM ®Haestad Methods,Mc. 37 Bruolrsside Rwd Waterbury,CT 06708 USA ♦1-2037WIS66 Page 1.11 1997 UNIFORM FIRE CODE DIVISION III FIRE PROTECTION Division III FIRE PROTECTION APPENDIX Ill-A FIRE-FLOW REQUIREMENTS FOR BUILDINGS (See UFC$eotlon 903.3) SECTION 1 —SCOPE 4.2 Area Sepsiration. portions of buildings which are separated by one or more four-hour area separation walls constructed in ac- The procedure determining fire-flow requirements for buildings cordance with the Building Code,without openings and provided or portions of buildings hereafter constructed shall be in accord- with a 30-inch(762 mm)parapet,art allowed to be considered as tree with Appendix Ill-A.Appendix III-A does not apply to strue- Separate fire areas. tunes other then buildings. . 4.3 'type I and Type II-FR. Construction. The fire area of SECTION 2—DEFINITIONS buildings oonstructed of Typo I and Type 11-F.R.construction shall For the purpose of Appendix III-A,certain terms are defined as be the area of the diree largest successive floors. follows: ,FIRE AREA,is tho floor area,in squats feet,used to determine SECTIONS—FIRE-FLOW REQUIREMENTS FOR the required fire flow. BUILDINGS V=Il'W W Is the flow rate of a water supply,measured at 20 psi(137.9 kpa)residual pressure,that h available for firefighting. 5.1 Ooo-and T wn-Farolly Dwellings. The minimum file now and flow duration requiremcnts for one-and two-family dwellings SECTION 3—MODIFICATIONS having it fire area which does not exceed 3,600 square feet(344.5 m�shall bt 1,000 gallons p"minute(37&5.4 Umin.).Fire flow 3.1 Decreases. Fero-flow requhcmmts tray be mridified down- and flow duration for dwellings having a fire area in cxccss of ward by the ehlof for isolated buildings at a gmop of buildings in 3,600 square feet(344.5 ml)shall not be less than that speciried in rural areas or small communities where the development of full Table A-III-A-1. firtrffow requirements is impractical. KXCEr'r M A reduction In required faro Bow of 50pe;eeny ass appmvcd,6 allowed wfwn tho banding is provided wilb an approved 3.2 Lactctlses- Plre flow may be modified upward by the chief amc,matla r{f tier. tcm. whom con dons indicate an unusual susceptibility to group fires ` or conflagrations.An upwtvd modiflcadon sball not be more than 5.2 BuBdllogs other than One- and lWo-Fatnlly Dw*11- twice that required for the building under consideration. Ing& The minimum fire flow and flow duration for buildings oth- er than one. and two-family dwoU)ngs shall be as specified in SECTION 4—FIRE AREA Table A-III-A-1. EXCEMOM A mduelbo In mquirod fire flow of up to?5 par- 4.11 General. The fire ale shall be the total floor area of all floor sent,as approved,is allawcd when(be building is prrMdcd wish an Zr- levels within tho exterior walls,end under the horizontal project proved automalic spriakkr tyrlem.TM rmulting fire flow"hail not bons of tbo roof of a buUding,except as modified in ScWon 4. rev than 1,500 Oluas per minute(5677.51.Itnim). � y M 1 ""1 1� APPENDIX III-A 1997 UNIFORM FIRE CODE TABLE A-IN-A-I--MINIMUMrREQUIRED FIRE FLOW AND FLOW DURATION FOR BUILDINGS ME AtIFA(M".h bm1) "'OW r 0.M�o lot nt �p 9 M �im I tn"IR. i�Q�fY.}I.i 11 a M 799 h► �N !SI O�H1R- Y-0RaHll f M A T17�y N� f 0- 700 0-12,700 0 6,7p0 0 s,900' - 0-3,600 1,500 22,701.30;200 12,791-17,000 8,201-10,900 5;901-7,900 3,601-4,8M 1,750 3012nl-38,700 17,001-21,80D 10,901-12,900 7,901-9,&00 4,BD1.6,200 2,000 113MI-48,300 21,Rnt-24,200 12,9D1-17,400 - 9,80142,600 6,20 771 00,771 00 4SQ z 48,301-59,000 24,201-33,200 17,401.21,300 12,601-15,400 Vnl-9,400 2,500 59,001.70,900 33,2M-39,700 21,301-25,5t10 15,401-1%400 9,401-11,300 2,750 70,901-R3,700 39,701.47,100 25,501-30,100 18,401-21,800 11,01-13,400 3,000 83,701.97,7011 47,101-54,900 30,101-35,200 21M1-25,900 13,401-1S,60Q 3,25D 97,701-112,700 54,901-63,490 35,201.40,600 25,901-29,3t10 15,601.18,000 3,500 3 112,701-128,700 63,401-72,400 40,60146,400 29,301-33,500 18,001.20,600 3,750 728,701-145,900 12,401.82,100 46,401-52,5M 33,501-37.900 20,601-23 OD 4,000 145,901-164,200 82101-92,400 52;$01-59,100 37,90142,7M Z3,301-z6,300 4,250 t64,201-183,4111 9240I-t03,100 59.10166,OIN1 42,701-47,700 26,301.29,300 4,500 183,461-203. 000 103.101-114;IS00 WN001-73,3W _ 47,701-53,000 29,30137,600 4,750 203,701.225,200 11401-1261700 73,301-61,100 53,0p1-58,600 32,601-36,000 5,00D 225,201-247,700 126 70l-!39,400 81,101.89,J00 58,601 b5,4ft0 36fIf1139.600 5,�50 247,70)-271,2W L19,401-152,6M 891201-97.700 55,401-70,600 39.601-4MM SIRM 271,201-295,9110 152,601466,500 97.701-106,500 70,601-77.000 43,401.47,400 3,750 29J,901-Greotet 166,501-Crc.lcr 106,501-115,800 77A01-83,700 47,401-51,500 11,000 4 " 115,801-125,500 83,701-90,600 S1XPS,700 6,250 123,501-135,500 9001411900 55,701-M.20D 6,SQ0 135,501-145,600 97,901-106,800 40,�1.64,800 6.750 IV 145,801-156,700 106,801-113,200 b4JIf11-69:600 7,000 " 156,7017161,900 113,2111-121,30D 69.601.74,GM 1,250 " 167,901-179:400 121.301-129,600 74,601-79.800 7,500 " 179,401-191,400 129,61I1-13 6.300 79,801-85,100 7,750 " 191,401-Grater 128,301-(3tuar 85,101-CrCaICF N,000 Iypc.of consut Won"rc b c4 upws the 0ullding Codc. 2Mc--v d 4f 20 PU 017.9 Mi).Seo Apperdix 111-A,Sccti"2. a • V 1-4w ` AYPENDIX IH-13 APPENDIX 111•8 FIRE HYDRANT LOCATIONS AND DISTRIBUTION (See UFC Sectloh 903.4.2) SECTION I—SCOPE SECTION 4--CONSIDERATION OF EXISTING FIRE Fire hydrants shall be provided in accordance with Appendix HYDRANTS III-B for the protecdon of buildings,or portions of buildings,bete- Existing fire hydrants on public streets arc allowed to be consid- aAer constructed. eyed as available. Patisling fire hydrants on adjacent properties shall not be considered available unless Sro apparatus access SECTION 2—LOCATION roads extend between properties and easements rue established to prevent ohst.rualon of such roads. Fire hydrants shall be provided along requited fire apparatus so- cen roads and adjacent public strcett. SEC71ON 5—DISTRIBUTION OF FIRE HYDRANTS SECTION 3—NUMBER OF FIRE HYDRANTS The overago spacing betwced fire hydrants shall not exceed that listed in Table A-III-B-A. Ile minimum number of fire hydrants available to a building shall lCt;09MONt T1tr chef May nompt a deficiency of up to 10 per. not be lem than that listed In Dblo A-III-B-t•The number of Oro chat Alas eabtlng tin;hydrants provide A or Donlon of the"lied hydrsnt3 available to a complex or subdivision shall net be less firs bydrmtao"k x than that determined by sppi�cing requirements Itvted In We Regardless of the average spacing,fire hydrantls shall be located A•III-B->t when appitcd to fire apparatus accM roads and puitno- such that all points on streets and access roars adjacent to a build- ter public streets from which fire operations could be conducted. ing are within the distances listed in Tbble A-111-B-1. 1, TABLE"43-1—NUMOM AND DISTRIBUTION OF FIRE:HYDRANiS FA � +tTteatn) AvfJtH e! a A�t� oM 1T iT'WMZWD F'q Atif TD A NTH N a.rsa farms setalnlN ft OF HYDRAl11B its s tot TT 1 2,tMIO-2,250 1 SIX) ZSD 2 450 3.WD 3 400 225 4�.0m S 30 225 5,300 6 300 180 3Iq 66,Si10-7,000 � 150 ISO 7,500 ar snots 8 or mores 200 120 Rahrao by100 feel(30 480 eom)fa desd-cnd 31rftu or marls. 2wbae 6410om are ppmmvidcd with-dan divitkrn whktt can be emaad by[Ins tea pulling hose llna4 or anetlal strecLc arc�tovided with(our or wort stifle lance and have 1(ntfle aouM of mom than 30,000 vchfck�Pet Oap,hydra mocift dl swage 500 hd(15U")oo soh dde of the sb=t and tx;knugcd on an alternating basis op ton tiro-flow tequirernent of 7,000 gkllons pa tamale(26 Urntn.)And 4001100(122 nt)for bigber flm-flow regvInre, sWbat tsew water mdm Arc oxieadod ate+ng alrEcts whrYmm c hrdr,ails are trot needed for protection of seta wts or sitrign fire problems,fire hydmnis shall be pro.vided at apaetog sot to axcocd 1A00 fort(305 m)to provide for tnmtportwHon hazards. Reduce by 50 feet(1S 240 mm)rot dcidtnd streets or'rmdL sOoa hydrant for each 1,000 gallons pet mlrrate(3785 Umin.)or frw,*n lhcreot, Y•V V i WATER SERVICE CALCULATIONS ° of Bone, � 34N Rouse Pave•PO Box 1230 Bozeman MT 59771-1230 f Phone: 406.582.2375 •Fax: 406.582.2355 Building Division Project Address: LOYAL 67M'--PfN— t=Rm1L,Y Owner/Contractor: Permit Number: Proposed Water Meter Size: MULTPLE-RESIDENTIAL WATER SERVICE CALCULATION WORKSHEET Standard Design Water Supply Fixture Units Apyliances and Fixtures - Fixture Units Number of Fixtures #Units Bathtub/Combination Tub/Shower 4.0 X I = y Clothes washer 4.0 X _ 4 Dishwasher 1.5 X �I_ = 1.5 Hose Bibb 2.5 X Additional Hose Bibb(each) 1.0 X = Lavatory 1.0 X 3 Kitchen Sink 1.5 X 1 = 1.57 Laundry Sink 1.5 X I = 1-5- Shower(per head) 2.0 X Z = 4 Water closet(1.6 GPF) 2.5 X _3 _ 4-5 Total Number of Fixture Units a9.S / Fixture Unit Tables for Determining Water Pipe&Meter Size Pressure Ranee—Over 60 PSI Circle the length in feet to the farthest fixture and applicable service,meter and branch_ sizes below based on the total number of fixture units detailed above Maximum Allowable Length in feet Meter Supply 60' 80' 100, 150' 200' and and Service Branches %It 'h" 20 20 20 17 13 '/:' 1" _ 39 39 39 ---35- 30 1" ]"�, 39 39 39 38 J327 '/: 1'/:' 39 39J -- ---- ��- - --- 39 1" 1'/a" 78 78 78 74 62 1%:" 1'/," 78 78 78 78 74 1" 1'/z"/2" 85 85 85 85 85 1%:" 1'/2" 151 151 151 151 151 2" 1'/2" 151 151 151 151 151 1'/:" 2" 370 370 370 360 335 2" 2" 370 370 370 370 370 NOTE:Appendix A ofthe 2000 Uniform Plumbing Code:Recommended Rules for Sizing Water Supply Systems,a registered Montana mechanical engineers design,or manufacture's design specifications may be utilized in lieu of this design method.Provide information to the Building Division for review. of , 34 N Rouse live•PO Box 1230 �w Bozeman MT 59771-1230 - �'y Phone:406.582.2375 •Fax: 406.582.2355 Building Division Project Address: _LO'AL_c'y,42r£N — MVLTt fftit,YOwner/Contractor: Permit Number: Proposed Water Meter Size: MULTPLE-RESIDENTIAL WATER SERVICE CALCULATION WORKSHEET Standard Design Water Supply Fixture Units Appliances and Fixtures Fixture Units _ Number of Fixtures #Units MULT! FAMti-Y N- pL- X. „air o a.,/a 13AT*Roa"S Bathtub/Combination Tub/Sbower 4.0 X 9 = 1 to Clothes washer 4.0 X Dishwasher 1.5 X -�{_ G Hose Bibb 2.5 X I i Additional Hose Bibb(each) 1.0 X Lavatory 1.0 X Kitchen Sink 1.5 X Laundry Sink 1.5 X _ �Q Shower(per head) 2.0 X Water closet(1.6 GPF) 2.5 X �_ _ 01 b- Total Number of Fixture Units 13-:,,t Fixture Unit Tables for Determining Water Pipe&Meter Size Pressure Range-Over 60 PSI Circle the length in feet to the farthest fixture and applicable service meter and branch sizes below based on the total number of fixture units detailed above Maximum Allowable LengLb in feet Meter Supply 60' 80' 100' 150' 200' and and Service Branches 3/," '/," 20 20 20 17 13 3/4" 1" 39 39 39 35 30 1" 1" 39 39 39 38 32 1'/," 39 39 39 39 39 1" 1'/," 78 78 78 74 62 1'/:" 1'/." 78 78 78 78 74 1" i%2'/2_" _ 85 85 85 _ 85 _ 85 151 151 IS1 �5� -- —--- - - -- -— —1D 2" 1'/2" 151 151 151 151 151 1%:" 2" 370 370 370 360 335 2" 2" 370 370 370 370 370 NOTE:Appendix A of the 2000 Uniform Plumbing Code:Recommended Rules for Sizing Water SMlX Systems a registered Montana mechanical engineers design,or manufacture's design specifications may be utilized in lieu of this design method.Provide information to the Building Division for review. APPENDIX- Section 2 Sewer ly It xl (A m CoYri Oh a x s o,A •a • , { -� I - x ZJ '9 .41io� < .e t-a ome t6T{, OM f m •11 ••� ' � •t• I I � •'� �t' a-u ewu z a •N Ivel 0 � 'N • I Im)� •N < D MJ roo E •n Teti* •� � Y •.; •a• ,a. mz AT." ea u e 4 . o yj 'IT o',A •a Y •- •� A �eO��? •' �.tt "e' emi. �D-N INN.? •� n toll`. b r's.i a y} ,n 47' h-9�NINOZ k o-a awucz �6� o-u �scaz •1" �!F-ls ww Hydraulic Flow in Circular Pipe using Mannings Equation l n = 0.013 [ d/D =1 0.75 Slope= 0.004 Diameter= 8 D Theta R d H dra Flow Flow Flow Velocity ft Radians ft ft Radius Area cfs an d s 0.67 4.189 0.33 0.50 0.201 0.281 0.70 0.45 2.48 313 m Hydraulic Flow in Circular Pipe using Mannings Equation n= 0.013 d/D = 0.75 Slope= 0.02 Diameter= 4 D Theta R d H dra Flow Flow ZFlowVelocift Radians ft ft Radius Area cfs f s0.33 4.189 0.17 025 0.101 0.070 0.25 3.49 110 Hydraulic Flow in Circular Pipe using Mannings Equation 1 n= 0.013 d/D = 0.75 Slope= 0.0042 Diameter= 8 D Theta R d Hydra Flow Flow Flow Velocity (ft) Radians (ft) (ft) Radius Area (cfs) (mgd) (fps) 0.67 4.189 0.33 0.50 0.201 0.281 0.71 0.46 2.54 320.481 gpm Hydraulic Flow in Circular Pipe using Mannings Equation n= 0.013 d/D = 0.75 Slope= 0.004 Diameter= 8 D Theta R d Hydra Flow Flow Flow Velocity (ft) Radians (ft) (ft) Radius Area (cfs) (mgd) (fps) 0.67 4.189 0.33 0.50 0.201 0.281 0.70 0.45 2.48 312.758 gpm Loyal Garden 6/21/2006 Sewer Service Sizing 4 inch service @ 2%will carry 110 GPM with a friction Factor of 0.013 City of Bozeman Design Standard Method Block Lot Zone Units People Acres Peaking Flow Peak Flow Min. Service (2.54/unit) Factor, PF gpm gpm PF Size 1 1 R-0 - 22 1.835 4.37 1.310 5.728 4" 1 2 R-0 - 21 1.685 4.38 1.203 5.267 4" 1 3 R-0 - 18 1.442 4.39 1.029 4.516 4" 1 4 R-3 1 2.54 0.126 4.46 0.140 0.624 4" 1 5 R-3 1 2.54 0.115 4.46 0.139 0.619 4" 1 6 R-3 1 2.54 0.115 4.46 0.139 0.619 4" 1 7 R-3 1 2.54 0.115 4.46 0.139 0.619 4" 1 8 R-3 1 2.54 0.115 4.46 0.139 0.619 4" 1 9 R-3 1 2.54 0.115 4.46 0.139 0.619 4" 1 10 R-3 1 2.54 0.149 4.46 0.143 0.635 4" 1 11 R-4 - 46 3.734 4.32 2.665 11.519 t 4" 3 1 R-3 1 2.54 0.194 4.46 0.147 0.656 4" 3 2 R-3 1 2.54 0.218 4.46 0.150 0.667 4" 3 3 R-3 - 8 0.689 4.42 0.492 2.173 4" 3 4 R-3 - 6 0.485 4.43 0.346 1.534 4" 3 5 R-3 1 2.54 0.115 4.46 0.139 0.619 4" 3 6 R-3 1 2.54 0.184 4.46 0.146 0.651 4" 3 7 R-3 1 2.54 0.194 4.46 0.147 0.656 4" 3 8 R-3 1 2.54 0.194 4.46 0.147 0.656 4" J 3 9 R-3 1 2.54 0.194 4.46 0.147 0.656 4" 3 10 R-3 1 2.54 0.194 4.46 0.147 0.656 4" 3 11 R-3 1 2.54 0.216 4.46 0.149 0.666 4" 3 12 R-3 1 2.54 0.199 4.46 0.148 0.658 4" 3 13 R-3 1 2.54 0.206 4.46 0.148 0.661 4" 3 14 R-3 1 2.54 1 0.212 4.46 0.149 0.664 4" 4 1 R-2 1 2.54 0.177 4.46 0.145 0.648 4" 4 2 R-2 1 2.54 0.175 4.46 0.145 0.647 4" 4 3 R-2 1 2.54 0.217 4.46 0.150 0.667 4" 4 4 R-2 1 2.54 0.179 4.46 0.146 0.649 4" 4 5 R-2 1 2.54 0.216 4.46 0.149 0.666 4" 4 6 R-2 1 2.54 1 0.194 4.46 0.147 0.656 4" 4 7 R-2 1 2.54 0.194 4.46 0.147 0.656 4" 4 8 R-2 1 2.54 0.194 4.46 0.147 0.656 4" 4 9 R-2 1 2.54 0.194 4.46 0.147 0.656 4" 4 10 R-2 1 2.54 0.184 4.46 0.146 0.651 4" 4 rl 1 R-2 1 2.54 0.115 4.46 0.139 0.619 4" 4 12 R-2 1 2.54 1 0.115 4.4-6 0.139 0.619 4" 4 13 R-2 1 2.54 0.184 4.46 0.146 0.651 4" 4 14 R-2 1 2.54 0.194 4.46 0.147 0.656 4" 4 15 R-2 1 2.54 0.194 4.46 0.147 0.656 4" 4 16 R-2 1 2.54 0.194 4.46 0.147 0.656 4" 4 17 1 R-2 1 2.54 1 0.194 4.46 0.147 0.656 4" 4 18 R-2 1 2.54 0.216 4.46 0.149 0.666 4" 4 19 R-2 1 2.54 0.192 4.46 0.147 0.655 4" Loyal Garden 6/21/2006 Sewer Service Sizing 4 inch service @ 2%will carry 110 GPM with a friction Factor of 0.013 City of Bozeman Design Standard Method Block Lot Zone Units People Acres Peaking Flow Peak Flow Min. Service (2.54/unit) Factor, PF gpm gpm* PF Size 4 20 R-2 1 2.54 0.164 4.46 0.144 0.642 4" 4 21 R-2 1 2.54 0.169 4.46 0.145 0.644 4" 4 22 R-2 1 2.54 0.179 4.46 0.146 0.649 4" 4 23 R-2 1 2.54 0.194 1 4.46 0.147 0.656 4" 5 1 R-2 1 2.54 0.216 4.46 0.150 0.666 4" 5 2 R-2 1 2.54 0.206 4.46 0.148 0.661 4" 5 3 R-2 1 2.54 0.218 4.46 0.150 0.667 4" 5 4 R-2 1 2.54 0.205 4.46 0.148 0.661 4" 5 5 R-2 1 2.54 0.198 4.46 0.148 0.658 4" 5 6 R-2 1 2.54 0.194 4.46 0.147 0.656 4" 5 7 R-2 1 2.54 0.185 4.46 0.146 0.652 4" 5 8 R-2 1 2.54 0.185 4.46 0.146 0.652 4" 5 9 R-2 1 2.54 0.185 4.46 0.146 0.652 4" 5 10 R-2 1 2.54 0.185 4.46 0.146 0.652 4" 5 11 R-2 1 2.54 0.184 4.46 0.146 0.651 4" 5 12 R-2 1 2.54 0.115 4.46 0.139 0.619 4" 5 13 R-2 1 2.54 0.115 4.46 0.139 0.619 4" 5 14 R-2 1 2.54 0.184 4.46 0.146 0.651 4" 5 15 R-2 1 2.54 0.185 4.46 0.146 0.652 4" J 5 16 R-2 1 2.54 0.185 4.46 0.146 0.652 4" 5 17 R-2 1 2.54 0.185 4.46 0.146 0.652 4" 5 18 R-2 1 2.54 0.185 4.46 0.146 0.652 4" 5 19 R-2 1 2.54 0.194 4.46 0.147 0.656 4" 5 20 R-2 1 2.54 0.205 4.46 0.148 0.661 4" 5 21 R-2 1 2.54 0.178 4.46 0.146 0.649 4" 5 22 R-2 1 2.54 0.178 4.46 0.146 0.649 4" 5 23 R-2 1 2.54 0.197 4.46 0.148 0.658 4" 5 24 R-2 1 2.54 0.199 4.46 0.148 0.658 4" 5 25 R-2 1 2.54 0.230 4.46 0.151 0.673 4" 6 1 R-2 1 2.54 0.221 4.46 0.150 0.669 4" 6 2 R-2 1 2.54 0.201 4.46 0.148 0.659 4" 6 3 R-2 1 2.54 1.816 4.46 0.316 1.409 4" 6 4 R-2 1 2.54 0.209 4.46 0.149 0.663 4" 6 5 R-2 1 2.54 0.193 4.46 0.147 0.655 4" 6 6 R-2 1 2.54 0.192 4.46 0.147 0.655 4" 6 7 R-2 1 2.54 0.185 4.46 0.146 0.652 4" 6 8 R-2 1 2.54 0.194 4.46 0.147 0.656 4" 6 9 R-2 1 2.54 0.194 4.46 0.147 0.656 4" 6 10 R-2 1 2.54 0.194 4.46 0.147 0.656 4" 6 11 R-2 1 2.54 0.194 4.46 0.147 0.656 4" 6 12 R-2 1 2.54 0.234 4.46 0.151 0.674 4" 6 13 R-2 1 2.54 0.293 4.46 0.157 0.702 4" 6 14 R-1 1 2.54 0.238 4.46 0.152 0.676 4" 6 15 R-1 1 2.54 0.240 1 4.46 0.152 0.677 4" Loyal Garden 6/21/2006 Sewer Service Sizing 4 inch service @ 2%will carry 110 GPM with a friction Factor of 0.013 City of Bozeman Design Standard Method Block Lot Zone Units People Acres Peaking Flow Peak Flow Min. Service (2.54/unit) Factor, PF gpm gpm PF Size 6 16 R-1 1 2.54 0.231 4.46 0.151 0.673 4" 6 17 R-1 1 2.54 0.209 4.46 0.149 0.663 4" 6 18 R-1 1 2.54 0.209 4.46 0.149 0.663 4" 6 19 R-1 1 2.54 0.208 4.46 0.149 0.663 4" 6 20 R-1 1 2.54 0.183 4.46 0.146 0.651 4" 6 21 R-1 1 2.54 0.183 4.46 0.146 0.651 4" 6 22 R-1 1 2.54 0.197 4.46 0.148 0.657 4" 6 23 R-1 1 2.54 0.183 4.46 0.146 0.651 4" 6 24 R-1 1 2.54 0.183 4.46 0.146 0.651 4" 6 25 R-1 1 2.54 0.191 4.46 0.147 0.655 4" 6 26 R-1 1 2.54 0.226 4.46 0.151 0.671 4" 7 1 R-1 1 2.54 0.241 4.46 0.152 0.678 4" 7 2 R-1 1 2.54 0.232 4.46 0.151 0.674 4" 7 3 R-1 1 2.54 0.231 4.46 0.151 0.673 4" 7 4 R-1 1 2.54 0.231 4.46 0.151 0.673 4" 7 5 R-1 1 2.54 0.231 4.46 0.151 0.673 4" 7 6 R-1 1 2.54 0.238 4.46 0.152 0.677 4" 7 7 R-1 1 2.54 0.238 4.46 0.152 0.677 4" 7 8 R-1 1 2.54 0.232 4.46 0.151 0.674 4" 7 9 R-1 1 2.54 0.241 4.46 0.152 0.678 4" 7 10 R-1 1 2.54 0.238 4.46 0.152 0.676 4" 7 11 R-1 1 2.54 0.236 4.46 0.152 0.675 4" 7 12 R-1 1 2.54 0.260 4.46 0.154 0.687 4" 7 13 R-1 1 2.54 0.267 4.46 0.155 0.690 4" 7 14 R-1 1 2.54 0.261 4.46 0.154 0.687 4" M77 15 R-1 1 2.54 0.247 4.46 0.153 0.681 4" 7 16 R-1 1 2.54 0.230 4.46 0.151 0.673 4" 7 17 R-1 1 2.54 0.222 4.46 0.150 0.669 4" 7 18 R-1 1 2.54 0.217 4.46 0.150 0.667 4" 7 19 RA 1 2.54 0.218 4.46 0.150 0.667 4" 20 R-1 1 2.54 0.217 4.46 0.150 0.667 4" 7 21 R-1 1 2.54 0.217 4.46 0.150 0.667 4" 7 22 R-1 1 2.54 0.219 4.46 0.150 0.668 4" 7 23 R-1 1 2.54 0.219 4.46 0.150 0.668 4" 7 24 R-1 1 2.54 0.242 4.46 0.152 0.678 4" 8 1 R-3 1 2.54 0.154 4.46 0.143 0.637 4" 8 2 R-3 1 2.54 0.115 4.46 0.139 0.619 4" 8 3 R-3 1 2.54 0.115 4.46 0.139 0.619 4" 8 4 R-3 1 2.54 0.115 4.46 0.139 0.619 4" 8 5 R-3 1 2.54 0.115 4.46 0.139 0.619 4" 8 6 R-3 1 2.54 0.122 4.46 0.140 0.622 4" 8 7 R-3 1 2.54 0.138 4.46 0.141 0.630 4" 8 8 R-3 1 2.54 0.138 4.46 0.141 0.630 4" 8 9 R-3 1 2.54 0.115 4.46 0.139 0.619 4" Loyal Garden 6/21/2006 Sewer Service Sizing 4 inch service @ 2%will cant' 110 GPM with a friction Factor of 0.013 City of Bozeman Design Standard Method Block Lot Zone Units People Acres Peaking Flow Peak Flow Min. Service (2.54/unit) Factor, PF gpm gpm" PF Size 8 10 R-3 1 2.54 0.115 4.46 0.139 0.619 4" 8 11 R-3 1 2.54 0.115 4.46 0.139 0.619 4" 8 12 R-3 1 2.54 0.196 4.46 0.147 0.657 4" 9 1 R-2 1 2.54 0.178 4.46 0.146 0.648 4" 9 2 R-2 1 2.54 0.115 4.46 0.139 0.619 4" 9 3 R-2 1 2.54 0.115 4.46 0.139 0.619 4" 9 4 R-2 1 2.54 0.115 4.46 0.139 0.619 4" 9 5 R-2 1 2.54 0.115 4.46 0.139 0.619 4" 9 6 R-2 1 2.54 0.115 4.46 0.139 0.619 4" 9 7 R-2 1 2.54 0.115 4.46 0.139 0.619 4" 9 8 R-2 1 2.54 0.115 4.46 0.139 0.619 4" 9 9 R-2 1 2.54 0.115 4.46 0.139 0.619 4" 9 10 R-2 1 2.54 0.184 4.46 0.146 0.651 4" 10 1 R-2 1 2.54 0.184 4.46 0.146 0.651 4" 10 2 R-2 1 2.54 0.115 4.46 0.139 0.619 4" 10 3 R-2 1 2.54 0.115 4.46 0.139 0.619 4" 10 4 R-2 1 2.54 0.115 4.46 0.139 0.619 4" 10 5 R-2 1 2.54 0.115 4.46 0.139 0.619 4" 10 6 R-1 1 2.54 0.161 4.46 0.144 0.641 4" 10 7 R-1 1 2.54 0.152 4.46 0.143 0.636 4" 10 8 R-1 1 2.54 0.152 4.46 0.143 0.636 4" 10 9 R-1 1 2.54 0.225 4.46 0.150 0.671 4" TOTAL 496 Q. _18+Pos Q 4+p 0.5 =PF Lo y,4c- G R R-DEN Bos aoz(ot9g) i t!3o%s nor 4 $cLscd oh 2D03 U.niforwe 'P luntbiKj 6Lx� �'ivi�t Sa,r�ic� fees-�s for l-ort X of SLOCL 3 12 V Dr�i eta x-},.�✓� I�l yt i f 5 T�bCe -3� �y Pt E Xj Vests li yi imp DF l l_ •S3a-1-tn+ub f�bv �lub f Sln�xr a.o �c y = 8 Disk&wask-Q-r a- x v = g • I-qvoLio-C I o x I In = ►(� Ki}ckevl sivlk a.o x v - LaRn8yt,) SlKk a.[2 x = 8 Oodey Glo5& (/.6, 65fF) 3.D x l(o `!g Tow = We U n t� -s _�kc�,_y,wt j&vtA h i l- C co i I CL b le �e 0+ �_pe YY1lA X i vuil,m uh 1 CV1pri It,►t+aQ.) a a 1 to > 11 to , . nl pes aye_ oK 4 cm a 3-I-R Ex 10 Ave- am Plbwp ; se r v cis $p$'—D.OZ[l20,12 1113oIDS n3,T ova I w�►ik 13dca 5, nwubea-ck loci I-D4 Lkni+s 5«e C" A' 9-s LI ti G 4il a q s 13, till a 3 S H8 y" i 8" �- � 3 9 /ti/r✓ir�uN� aF� Yam' �I F11� a (OILS kaff_ c itt- �/ s2v�Vic2 �oY�4� �srft��lv5 S�wE� F�a�s �l�91�� rrS IDo acves ea.s-� jL - 1 = SO R. - 3 So z •I9 Pp S Veo,k►vn �ac.16z + P'/Z /g+ y I l�Z y� ec%o00� Z A vo - a a,I� -Flow rd _g L /�► d�,y Ef2R- -r ow j 0 a c ✓�s so �ku7e s at, a( @ 34s1 Pb = 4 a 3a a 3,b l-�D x `l,06(o } f I S'o ( �-/D (�oxz14 Loyal Garden 6/20/2006 Sewer Main Sizing City of Bozeman Design Standard Method Flow in Peaking Peak Flow Cumulative Flow in Minimum Pipe# Block Lot Zone GPM Factor GPM Pipe @ down stream Main Size GPM"Peaking Factor GPM 1 8 13 R-1 0.094 4.470 0.421 0.8 8" 8 14 R-1 0.080 4.472 0.359 8 15 R-1 0.070 4.471 0.312 2 8 16 R-1 0.065 4.474 0.291 1.7 8" 8 17 R-1 0.068 4.475 0.303 8 18 R-1 0.068 4.474 0.303 3 8 19 R-1 0.068 4.474 0.303 2.6 8" 8 20 R-1 0.068 4.474 0.303 8 21 R-1 0.068 4.474 0.303 4 8 22 R-1 0.069 4.474 0.307 72.7 8" 8 23 R-1 0.063 4.452 0.281 ADD 40 ACRES TO SOUTHWEST 8 1 R-1 0.065 4.475 0.293 8 24 R-1 0.064 4.475 0.288 11 6 R-1 0.034 4.482 0.152 5 11 7 R-1 0.034 4.482 0.152 74.2 8" 11 8 R-1 0.034 4.482 0.152 11 9 R-1 0.034 4.482 0.152 11 10 R-1 0.068 4.474 0.304 8 11 R-1 0.069 4.474 0.311 6 8 12 R-1 0.081 4.472 0.364 1.3 8" 7 14 R-1 0.075 4.473 0.334 7 15 R-1 0.071 4.474 0.316 8 7 R-1 0.070 4.474 0.314 8 8 R-1 0.068 4.474 0.306 8 9 R-1 0.071 4.474 0.318 8 10 R-1 0.070 4.474 0.314 7 7 16 R-1 0.068 4.474 0.304 3.9 8" 7 17 R-1 0.062 4.475 0.276 7 18 R-1 0.062 4.475 0.276 7 19 R-1 0.059 4.476 0.263 7 20 R-1 0.053 4.477 0.238 8 4 R-1 0.070 4.474 0.314 8 5 R-1 0.070 4.474 0.314 8 8 6 R-1 0.070 4.474 0.314 5.7 8" 7 21 R-1 0.058 4.476 0.260 7 22 R-1 0.058 4.476 0.260 7 23 R-1 0.058 4.476 0.260 Loyal Garden 6/20/2006 Sewer Main Sizing City of Bozeman Design Standard Method Flow in Peak Flow Cumulative Flow in Minimum Pipe# Block Lot Zone GPM GPM Pipe @ down stream Main Size UVWI-'eaKing Factor GPM 8 2 R-1 0.068 4.474 0.305 9 8 1 3 R-1 0.070 4.474 0.314 6.8 8" 7 24 R-1 0.058 4.476 0.260 7 25 R-1 0,052 4.478 0.231 7 1 R-2 0.104 4.465 0.466 7 26 R-1 0.062 4.475 0,279 11 1 R-2 0.086 4.468 0.385 10 11 2 R-2 0.056 4.474 0.249 83.1 8" 11 3 R-2 0.056 4.474 0.249 11 4 R-2 0.056 4.474 0.249 11 5 R-2 0.056 4.474 0.249 7 10 R-2 0.094 4.467 0.420 7 11 R-2 0.094 4.467 0.421 7 12 R-2 0.113 4.463 0.506 11 7 13 R-2 0.152 4.458 0.676 3.2 8" 6 15 R-2 0.087 4.468 0.388 j 6 16 R-2 0.087 4.468 0.388 6 17 R-2 0.087 4.468 0.388 7 6 R-2 0.093 4.467 0.415 7 7 R-2 0.090 4.467 0.401 7 8 R-2 0.094 4.467 0.420 12 7 9 R-2 0.094 4.467 0.420 6.1 8" 6 18 R-2 0.087 4.468 0.388 6 19 R-2 0.094 4.467 0.420 6 20 R-2 0.093 1 4.467 0.414 7 4 R-2 0.101 4.465 0.452 13 7 5 R-2 0.093 4.467 0.417 7.8 8" 6 21 R-2 0.096 4.466 0.428 6 22 R-2 0.097 4.466 0.434 7 2 R-2 0.098 4.466 0.436 14 7 3 R-2 0.101 4.465 0.452 9.5 8" 6 23 R-2 0.096 4.466 0.428 6 24 R-2 0.091 4.467 0.405 ti Loyal Garden 6/20/2006 Sewer Main Sizing City of Bozeman Design Standard Method Flow in Peak Flow Cumulative Flow in Minimum Pipe# Block Lot Zone GPM GPM Pipe @ down stream Main Size GPM"Peaking Factor GPM 6 1 R-2 0.103 4.465 0.461 6 25 R-2 0.100 4.466 0.444 10 6 R-2 0.056 4.474 0.249 15 10 7 R-2 0.056 4.474 0.249 94.9 8" 10 8 R-2 0.056 4.474 0.249 10 9 1 R-2 0.056 4.474 0.249 10 10 R-2 0.086 4.468 0.385 6 6 R-2 0.094 4.467 0.420 6 7 R-2 0.087 4.468 0.388 6 8 R-2 0.087 4.468 0.388 6 9 R-2 0.087 4.468 0.388 16 6 10 R-2 0.087 4.468 0.388 4.0 8" 5 14 R-2 0.087 4.468 0.388 5 15 R-2 0.087 4.468 0.388 5 16 R-2 j04874.468 0.388 5 17 R-2 4.468 0.388 5 18 R-2 4.465 0.469 l 6 4 R-2 0.099 4.466 0.444 18 6 5 R-2 0.096 4.466 0.430 6.7 8" 5 19 R-2 0.094 4.467 0.420 5 20 R-2 0.085 4.468 0.380 6 2 R-2 0.100 4.466 0.444 19 6 3 R-2 0.106 4.465 0.473 7.3 8" 5 21 R-2 0.085 4.468 0.378 5 22 R-2 0.084 4.469 0.375 5 1 R-2 0.086 4.468 0.383 5 23 R-2 0.088 4.468 0.393 10 1 R-2 0.086 4.468 0.385 20 10 2 R-2 0.056 4.474 0.249 104.4 8" 10 I 3 R-2 I 0.056 1 4.474 1 0.249 10 4 R-2 1 0.056 1 4.474 1 0.249 10 5 R-2 1 0.056 1 4.474 1 0.249 5 6 R-2 0.087 4.468 0.388 5 7 R-2 0.087 4.468 0.388 5 8 R-2 0.087 4.468 0.388 21 5 9 R-2 0.087 4.468 0.388 3.8 8" 4 8 1 R-3 0.128 4.460 0.570 4 9 R-3 0.128 4.460 0.570 4 10 R-3 0.128 4.460 0.570 4 11 R-3 0.128 4.460 0.570 Loyal Garden 6/20/2006 1 Sewer Main Sizing City of Bozeman Design Standard Method Flow in Peak Flow Cumulative Flow in Minimum Pipe# Block Lot Zone GPM GPM Pipe @ down stream Main Size GPM"Peaking Factor GPM 5 3 R-2 0.105 4.465 0.470 5 4 R-2 0.087 4.468 0.388 22 5 5 R-2 0.105 4.465 0.469 6.4 8" 4 12 R-3 0.138 4.458 0.617 4 13 R-3 0.142 4.457 0.632 23 5 2 R-2 0.085 4.468 0.379 7 4 8" 4 14 R-3 0.147 4.457 0.654 4 15 R-3 0.151 4.456 0.674 9 8 R-3 0.106 4.463 0.475 24 9 9 R-3 0.082 4.468 0.366 114.6 8" 9 10 R-3 0.082 4.468 0.366 9 11 R-3 0.082 4.468 0.366 9 12 R-3 0.128 4.459 0.573 9 1 R-3 0.110 4.463 0.489 9 2 R-3 0.082 4.468 0.366 9 3 R-3 0.082 4.468 0.366 9 4 R-3 0.082 4.468 0.366 9 5 R-3 0.082 4.468 0.366 9 6 R-3 0.082 4.468 0.366 25 9 7 R-3 0.106 4.463 0.475 5.1 8" 3 1 R-3 0.110 4.463 0.489 3 2 R-3 0.082 4.468 0.366 3 3 R-3 0.082 4.468 0.366 3 4 R-3 0.082 4.468 0.366 3 5 R-3 0.082 4.468 0.366 3 6 R-3 0.082 4.468 0.366 4 1 R-3 0.138 4.458 0.617 26 4 2 R-3 0.156 4.455 0.694 121.5 8" 3 7 1 R-3 1 0.106 1 4.463 0.475 27 4 3 R-3 0.216 4.448 0.960 123.9 8" 4 4 R-3 0.307 4.438 1.362 --] 28 4 5 R-3 0.414 4.428 1.832 125.7 8" 6 11 R-2 0.097 4.466 0.435 29 6 12 R-2 0.084 4.469 0.373 16 8" 6 13 R-2 0.084 4.469 0.373 6 14 R-2 0.097 4.466 0.435 Loyal Garden 6/20/2006 1 Sewer Main Sizing City of Bozeman Design Standard Method Flow in Peak Flow Cumulative Flow in Minimum Pipe# Block Lot Zone GPM GPM Pipe @ down stream Main Size GPM"Peaking Factor GPM 5 10 R-2 0.097 4.466 0.435 5 11 R-2 0.084 4.469 0.373 30 3.2 8" 5 12 R-2 0.084 4.469 0.373 5 13 R-2 0.097 4.466 0.435 31 100 acres east of Loyal Gardens 163.6 8" 1 1 R-0 1.310 4.374 5.728 32 1 2 R-0 1.234 4.377 5.400 15.7 8" 1 3 R-0 1.050 4.387 4.607 33 179.3 8" 34 4 6 R-3 0.130 4.459 0.581 183.8 8" -F 4 7 R-3 0.152 4.456 0.677 35 183.8 8" 36 309.5 8" 37 3 8 R-4 1 2.380 1 4.332 10.309 319.8 8" 38 319.822 8" Total Flow into Lift Station=319.8 gpm<320.5 gpm,8"OK 'Note:The last two pipes into the lift station are at 0.42%the remainder are at the minimum of 0.4% FLYGT Technical Specification LS 100, Level sensor (f Flygt e9l-) ITT Inrh ictriAc I Cl.onIVILoHL UHIH The ITT Flygt level sensor LS 100 is used to measure a liquid level and to give a signal to a control system. The sensor is specially developed to withstand a harsh environment and for media typical for Flygt pumps: sewage, slurry and viscous liquids.The output is a standard 4-20 mA direct current, proportional to the measured level. The sensor is therefore well adapted to the prevalent control systems on the market and fits of course also the ITT Flygt controllers of type MACTEC FMC100 -700, IPC and SPC. The heart of the sensor is a ceramic so-called CCS-sensor(Capacitive Ceramic Sensor). The sensor element unites high performance with robustness, properties usually hard to combine. The sensor is characterised by: • High accuracy, repeatability and long term stability • Wide temperature range: —20°C to 80°C • Durability to foam, dirt and sediment • Durability to overpressure (5 times the meas. range) • High tear and chemical resistance Standard measuring ranges Range in m H2O (bar) Max overpressure in m H2O (bar) Cable length (m) Part no. 0-1.0 (0-0.10) 5.0 (0.50) 10 84 30 56 0-3.5 (0-0.35) 17.5 (1.75) 12 84 30 57 0-3.5 (0-0.35) 17.5 (1.75) 20 84 30 61 0-5.0 (0-0.50) 25.0 (2.50) 15 84 30 58 0-5.0 (0-0.50) 25.0 (2.50) 25 84 30 62 0-10.0 (0-1.00) 50.0 (5.00) 15 84 30 59 Power supply: 10-30 V DC, two-wire system Output signal: 4-20 mA Max load resistance: R = 50x(supply voltage—10V) Q Media temperature: —20'C—800C (max+90°C for non Ex-applications) Inaccuracy: ±0,1% of total range incl. non-linearity, hysteresis and repeatability Long term drift: ±0,1%of total range over 6 months Temperature drift: ±0,015%of total range per°C Mounting: Freely suspended in the cable Position dependent No m Material,wet side parts: Sensor: Ceramic Sensor housing: 316 stainless steel `O'ring: Viton Cable: Polyurethane vented, minimum bend radius 80 mm Length of sensor: 139 mm Diameter of sensor: 48 mm (largest measure) Ingress protection: IP68 (120 m H2O) Intrinsic safety approval: CENELEC EEx is 1113 T4 Ex-barrier, part number: 84 30 55(option) m a K 0 0 0 0 FLYGT w s 0 0 �'LYGT� FMC monitoring and control units Advanced control for pump station applications .V ILI LA - 1 i 1 \ u ? ' Joe 1 D ■ — i r r yg C i ITT Inchictripc Why compromise? p There are dozens of different pump controllers out there. But most of them are made to work in dozens of different applications. However, Flygt's control units are made especially for controlling pumps. And having ` worked with pumps and pumping for over fifty years, we know exactly what people working with water handling need to handle water. All the functions you need — built in FMC controllers come with a range of well thought- out functions.These include: • comprehensive pump control such as random pump start and flushing. - 1 • advanced pump supervision, including capacity, running times, leakage and temperature alarms. ` • accurate flow measurement of incoming and pumped volumes. The list of functions is long. Together, they will save personnel and energy costs, while helping to protect the environment. Front mounted FMC 200 Full control —whenever, wherever The FMC controller records everything that happens in i� your pump station. With a generous built-in memory, it stores up to 1,000 events and then generates easy- to-read reports and trend graphs. Data include exact dates and times, all of which can be accessed on-site and centrally. When an incident has occurred, the unit automatically contacts the control central over a dial-up or dedicated telephone line, GSM, radio, fibre or Ethernet connection. Featuring the most open architecture available in a pump controller, FMC supports AquaCom, Comli and Easy use Modbus protocols and is compatible with different With years rs of experience in wastewater and water SCADA applications. treatment, we know that it's vital to make controllers easy to use. Service personnel can see at a glance what's been going on thanks to self-explanatory diagrams of pumps and pump sumps with LEDs. Settings can be changed quickly and easily on the LCD display, or remotely from a PC. Different sizes & different applications FMC 100 FMC 200 FMC 500 -40 FMC 150 FMC 400 FMC 600 Whatever your needs Operate one, operate all No matter how many or how few pumps you want To ensure that your engineers can operate all the to control, there is an FMC controller that suits controllers in the range, we have standardized the your needs. Some of the units can even be used in control panel. All units feature a user-friendly panel applications such as retention basins, wastewater with self-explanatory diagrams and LED lamps. treatment plants and freshwater handling. Easy to install in small and complex For special needs networks With Flygt's controller, you can customise your own FMC controllers are easy to install and to integrate special functions. And programming is easy, thanks to with SCADA systems, due to the PC-based operating the flexible PC-based operating system. system and open standards. With a huge number of systems solutions available, FMC controllers can be used both by smaller municipalities and by those with advanced needs, multiple workstations and web interfaces. Applications FMC 100 FMC 150 FMC 200 FMC 400 FMC 500 FMC 600 Pump stations with 1-2 pumps • Pump stations with 3-4 pumps Pump stations with >4 pumps Retention basins Alarm receiver/transmitter • Wastewater and treatment plant applications • Monitoring & control the advantages tt Reduce service visits and emergency Manage your network from your desktop call-outs Thanks to its open architecture, the FMC controller With a well-functioning monitoring and control can be connected to a wide range of SCADA system, service visits to pump stations will be radically supervisory systems. reduced. Unnecessary service checks can be eliminated AquaView, Flygt's own supervisory software, is a with the help of automatically generated service modern Windows-based system. Like FMC, it has been alerts. And with detailed information sent to your developed specifically for fluid handling applications. control centre, you'll be able to slash the number of Used together with FMC controllers, AquaView gives a emergency call-outs. complete picture of your fluid handling system. Reduce environmental impact AquaView also gives you a close-up of individual Overflow alarms help operators react quickly to pumps and pump stations. Features spillage. By keeping track of previous overflows, a include real-time visualisation monitoring and control system can help prevent future of each installation, its discharges. operational status, alarm logs and trend reports. �� C AquaView provides a concise, comprehensive range of reports on alarms, flow conditions and trends. More functions, more control Alarm panel \ �- Display for user interface where data settings are Pump status \. shown indication Push buttons for 4r�_ `fit configuration and entering various ' .. functions Communication F indicator ^• Push button for z�-> reset alarm If you're working with water and wastewater management, these are the functions you want. We know, because you told us. Local status displayed Automatic sump cleaning Maintenance support on site FMC reduces the need for on- With Flygt controllers you can Self-explanatory diagrams with site maintenance by controlling adjust the running time of each LEDs on the front panel give an random pump starts, pump sump pump. They also notify service immediate overview of your pumps flushing and automatic sump engineers when it is time to and pump station. cleaning functionality. perform maintenance checks. Level measurement Monitoring energy costs Remote control and reports With pressure or ultrasonic sensors By measuring and reporting power By using FMC units together with you get an accurate picture of consumption, FMC gives you better SCADA software, you can remote water levels. control over your energy costs. control pumps and compile reports about pump station activity. Flow calculation Alarm handling The FMC controller calculates Each controller has a built-in Open architecture incoming flows and pumped memory that stores up to 1,000 Due to the open architecture, volumes with a high degree of alarms. Alarms are sent to text FMC controllers support AquaCom, accuracy. pagers or via SMS allowing service Comli and Modbus protocols personnel to prioritise site visits. and can interface with a range of Pump supervision different SCADA systems. The FMC monitors everything from Overflow protection pump capacity, running times and FMC controllers record the number of starts to leakage, service duration, number of and volume reminders and high temperature of overflows. A blocking function alarms. makes it possible to control designated overflow points. Total monitoring and pump control As the world's leading manufacturer of submersible pumps and supplier of fluid-handling technology, we can provide you with everything you need to build and operate your pump station in a safe, efficient and cost-effective way. Our products are used in wastewater treatment plants, sewage systems, mines, construction, process industries and numerous other applications worldwide. We have 40 sales companies and are represented in over 130 countries around the world. in N: N IY 4 O T= m Ol m N 0 0 FLYGT 0 N O Flygt Mix-Flush System Model 4901 FL.YGT Accessories Issued: 6/94 Supersedes: 12/91 The Flygt Mix-Flushffm) System automatically flushes the sump during initial operation of the pump. The system consists of the Flygt 4901 Flush Valve, " Impeller and Volute.The operation of the valve depends only on the pump flow and pressure. No electrical components or cables are used with the valve.Thus,the valve is intrinsically safe and suitable for pumps used in hazardous locations Class 1, Division 1, Groups C and D. f The powerful stream of water exiting the valve violently churns up the liquid in the sump thus re- suspending any built up sludge. The system is based on the ejector principle with a Model 4901 Flush Valve ball closing the valve in a period of 20 to 50 seconds. (with 90'discharge elbow) A means of adjustment is provided on the outside of Part No. 556 51 01 the valve to obtain the desired flushing period. 1 4� 1 Valve Open Valve Closed Flygt Mix-Flush System Mix-Flush Model 4901, With 900 Discharge Elbow Z+LYOT ' Issued: 6/02 Supersedes: 11/00 A �r I� A D A 11-1/2 s r LT i Lb A-A Flygt Mix-Flush System Mix-Flush Valve Specification W_Yo� ' • Issued: 10/00 Supersedes: At least one pump in each sump shall be equipped with an automatically operating valve that will provide a mixing action within the sump at the start-up of the pumping cycle. This valve shall be mounted directly on the pump volute and shall direct a portion of the pumpage into the sump to flush and re-suspend solids and grease by the turbulent action of its-discharge. The turbulent action caused by the flow shall also provide some sump aeration benefits. The valve shall be mounted on the pump volute so that it can be removed from the sump along with the pump during normal and routine maintenance checks and shall be positioned on the volute to provide for non-clogging operation. The valve shall be equipped with an adjustable, wear-resistant discharge nozzle which shall be used to direct flow from the valve to optimize mixing action within the sump. The valve shall not require any external power source or control to operate, neither electric nor pneumatic. The use of the external power source is not acceptable.The valve shall be suitable for use in Class I, Division 1 hazardous locations. The valve shall open at the beginning of each pumping cycle and shall automatically close during pump operation after a pre-selected time of operation.The valve shall operate automatically by differential pressure across the valve and shall be actuated through a self-contained hydraulic system which uses an environmentally safe fluid.A method of adjusting the valve operating time shall be provided. Flygt Mix-Flush System Mix-Flush Model 4901, With 900 Discharge Elbow _4. • Issued: 11/04 I Supersedes: 8/03 Standard Version, P/N 556 51 01 (Head must be above 10 feet, see individual curve) Model Pump Impeller A B C D E Housing Code 3085 408 44 20 252 13-7/8 11-1/4 2-3/4 *3085 379 75 20 414 - 13-5/8 13-5/8 3/4 *3085 398 90 21 434,436,438,440 13-1/4 13-1/4 1-3/4 F-3085 14-58 23 00 491,493 13 14-5/8 1/2 387 32 20 254 13-5/8 11-3/4 - 383 99 20 411,412,441,442 - 12 17-1/8 1-1/4 303 24 20 432,433,435,436,437,438 - - 11-1/8 16-1/2 7/8 *3102 303 35 20 441,442 - - 13-5/8 16-1/8 1-1/4 F-3102 14-58 23 00 491,492 - - 13 14-3/8 112 309 25 20 432,433,434,436 - - 13-5/8 17 1/8 309 26 30 257,258,259 - - 13-1/2 13-7/8 1-3/8 3092722 411,412,442 13-1/4 11-7/8 - - 3127 309 59 20 462,463 - 12-3/8 16-7/8 2-1/4 426 44 20 432,433,434,436 11-1/8 16-1/2 7/8 465 14 22 481,483,484,485 - 14-1/2 16 3/4 F-3127 Consult Factory 491,492 - 14-1/8 16-1/2 391 01 20 452,454 - - 12 18-7/8 40851 20 452,454 - - 13-1/4 17-1/2 1/2 3152 40851 30 267,268,269 - - 13-1/4 17-1/2 112 412 09 20 432,434,436 - - 13-5/8 19-3/4 - 437 96 22 620,622,624 15-1/4 15-1/8 - - F-3152 Consult Factory 491,690,691 - - 14 17-1/2 - 643 62 00 452,453,454,455,456,457 15 12-5/8 - 3/4 3153 643 63 00 432,433,434,435,436 15 12-5/8 - - 643 64 00 412,413,414,415 15 12-5/8 6547800 622,623,624,625 15 15 - - 521 21 20 603,604,605,606,607 - - 15-3/4 24-1/2 3170 535 23 22 442,443 16-1/4 15-1/8 - - 535 30 22 463,464 15-3/4 15-5/8 - 3171 650 98 00 452,453,454,455 16-1/8 13-1/2 - - 5/8 650 99 00 433,434,435,436,437 16-1/8 13-1/2 - - 384 24 19 632,634,636,637,638 - - 15-3/8 24-5/8 3201 41211 22 452,454,457,458 17-1/2 13-3/8 - - 437 90 20 821,822,823,824,825 - 16-7/8 27-3/4 3202 607 84 00 456,458,460,462 17-1/4 14-1/2 - 607 44 00 640,641,642,643 17-1/2 14-3/4 - - 319 30 22 636,638,640,642,644,646,648 20-3/4 14-1/2 - - 3300 319 34 22 804,805,806,807,808,809 19 14-1/2 - - 319 36 20 454,461 to 468 - - 15 21-3/4 * Flush Valve for Low Head Version, P/N 556 51 02 (Head must be above 7.5 feet and below 10 feet,see individual curve) Note:Add 2"to Dimensions A&D and 2-3/8"to B&C when using valve with straight outlet pipe. IDimensions and Weights " F" RING RIEBER -V5T , -� Nom. Pipe Average Nom. Inside Min. Wall Min. Approx. D9 Approx. Size O.D. Diameter Thickness E Weight (in) (in) (in) (in) (in) (in) (Ibs/ft) SDR 41, 100psi ratin s 1.5 1.900 2 2.375 -- - 2.5 2.875 -- - -- 3 3.500_ --__ 3.320 0.085 4.20 -- 3.84 4 -4.500_-_ 4.267 0.110 4.50 1.03 4.94 5 5.563 -- - - - -- 6 6.625 6.282 0.162 5.20 2.22 7.27 8 8.625 8.180 0.210 5.90 3.75 9.47 10 10.750 10.195 0.262 6.70 5.86 11.80 12 SDR 32.5, 125 psi rating' 1.5 1.900 1.773 0.060 3.45 -- 2.14 2 2.375_ 2.220 0.073 3.70 2.67 2.5 2.875 2.688 0.088 3.95 --- 3.23 3 3.500 3.271 0.108 4.20 0.77 3.93 4 4.500 4.207 0.138 4.50 1.28 5.05 5 5.563 5.200 0.171 4.65 - 6.25 6 6.625 6.193 0.204 5.20 2.29 7.44 8 8.625 8.063 0.265 5.90 4.69 9.69 10 10.750 10.048 0.331 6.70 7.34 12.07 19 12.750 11.919 0.392 8.10 10.35 1 4 32 SDR 26 160 osi ratio • G P 1.5 1.900 1.745 0.073 3.45 -- 2.19 2 2.375 2.182 0.091 3.70 0.43 2.74 2.5 2.875 2.642 0.110 3.95 - 3.32 3 3.500_ 3.214 0.135 4.20 0.95 4.04 4 4.500 4.133 0.173 4.50 1.57 _ 5.19 5 5.563 5.109 0.214 _4.65 6.42 6 -- n25 6.084 0.255�`- -- 5.20 - -�^ 3.41 - 7.65 8 7.921 C 5.90 5.80 _ 9.95 10 10.750 - _9.875 0.413 6.70 -9.11� 12.40 12 12.750 - 11.711 0.490 8.1-0 - 12.82 - 14.71 rating* 1.5 1.900 - - 1.709 0.090 3.45 _ - - 2.26 2 2.375 2.135 __3.70 _0.53 2.83 0.11.3 2.5 2.875 2.585 -_ 0.137 _ _ 3.95 - - 3.42 3 3.500 3.146 0.167 4.20 -._ 1,16 4.17 4 4.500 4.046 0.214 4.50 1.93 5.36 5 5.563 5.001 0.265 4.65 - 6.62 --- -- - 6 6.625 5.955 0.316 5.20 4.19 7.89 8 . 8.625 7.754 0.411 5.90 7.11 10.27 10 -1.0.750 9.667 0.511 6.70 11.09 12.79 12 12.750 11.465 0.606 8.10 15.70 15.17 Continued on next page PRESS RE IDimensions and Weights � � A- c� 0o DIMENSIONS ( AVERAGE ) r--T" F" Ring Bieber Class 100 (DR 25)t Pipe Size Outside Nom. Inside Min. Wall E Dv Approx. (in) Dia. (in) Dia:(in) Thick. (in) Min. (in) Approx. (in) _ WT(lbs/ft) 4 4.80 4.39 0 5.2_5 5.57 1.9 b 6.90 6.316.7 0.276 6_.40 8.00--- - 3.9 8 8.28 0.362 7:05 10.50 101 10 11.10 10.16 0.444 8.20 12.88 12 13.20 12.08 0.528 8.80 16.31 14.4 Class 150 (DR 18)t 4 4.80 4.23 0.267 5.25 5.87 2.6 6 6.90 6.09 0.383 6.40 8.43 5.3 8 9.05 7.98 0.503 7.05 11.06 9.2 10 11.10 9.79 0.617 8.20 13.57 13.9 12 13.20 11.65 0.733 8.80 16.13 19.7 Class 200 (DR 14)t 4 4.80 4.07 0.343 5.25 - 6.17 3.2 6 6.90 5.86 0.493 6.40 8.87 6.7 8 9.05 7.68 0.646 7.05 _ 11.65 11.6 10 11.10 9.42 0.793 8.20 14.27 17.6 12 1 13.20 11.20 0.943 8.80 16.97 25.1 t Consult J-M for CSA listing availability prior to shipment. N D9 T 15't2' I.D O.D �.xmey� E p. 8 I