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Resolution - 2017 - 17-16 - Confirming, Accepting The Dedication Of The Guerber Park Pressurized Irrigation Facility Which Provides Pressurized Irrigation To Guerber Park - 05/23/2017RESOLUTION NO. 17-16 A RESOLUTION OF THE CITY OF EAGLE, IDAHO, CONFIRMING AND ACCEPTING THE DEDICATION OF THE GUERBER PARK PRESSURIZED IRRIGATION FACILITY WHICH PROVIDES NON -POTABLE IRRIGATION WATER TO GUERBER PARK AND THE SUBDIVISIONS OF WYCLIFFE ESTATES, CEDARFIELD, REDSTONE RANCH; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, On May 26, 2015, the Eagle City Council approved the Pressurized Irrigation Operation and Maintenance Agreement which included Wycliffe Estates Subdivision, Cedarfield Subdivision, and the City of Eagle (Guerber Park); WHEREAS, On February 9, 2016, the Eagle City Council approved the First Amended Pressurized Irrigation Operation and Maintenance Agreement which included Wycliffe Estates Subdivision, Cedarfield Subdivision, Redstone Ranch Subdivision, and the City of Eagle (Guerber Park); WHEREAS, On February 29, 2016, the Mayor executed the First Amended Pressurized Irrigation Operation and Maintenance Agreement which included Wycliffe Estates Subdivision, Cedarfield Subdivision, Redstone Ranch Subdivision, and the City of Eagle (Guerber Park); WHEREAS, On March 4, 2016, the First Amended Pressurized Irrigation Operation and Maintenance Agreement was recorded in the office of the Ada County Recorder as Instrument #2016-018326; WHEREAS, pursuant to the terms and conditions of the First Amended Pressurized Irrigation Operation and Maintenance Agreement, the City is responsible for the operation and maintenance of the pressurized irrigation facility known as the "Guerber Park Pressurized Irrigation Facility"; WHEREAS, the Guerber Park Pressurized Irrigation Facility was constructed on Lot 19, Block 3, Wycliffe Estates Subdivision; WHEREAS, access to the Guerber Park Pressurized Irrigation Facility is provided across Lot 18, Block 3, Wycliffe Estates Subdivision; WHEREAS, the Guerber Park Pressurized Irrigation Facility provides non -potable irrigation water to Guerber Park and the subdivisions of Wycliffe Estates, Cedarfield, and Redstone Ranch; WHEREAS, the irrigation water rights associated with Wycliffe Estates Subdivision, Cedarfield Subdivision, and Redstone Ranch Subdivision remain in the ownership of each subdivision, respectively, and are put to beneficial use in accordance with the terms and conditions of the First Amended Pressurized Irrigation Operation and Maintenance Agreement; WHEREAS, the irrigation water rights associated with Guerber Park remain in the ownership of the City and are put to beneficial use in accordance with the terms and conditions of the First Amended Pressurized Irrigation Operation and Maintenance Agreement; WHEREAS, Idaho Code Section 50-1313 requires the acceptance and confirmation by the City Council of a public dedication; and, Page 1 of 2 K:\COUNCIL\Resolutions\2017\I7-16 Acceptance of Guerber Park Pressurized Irrigation Facility doc WHEREAS, the City desires to create a clear public record of the City of Eagle's acceptance and confirmation of the dedication the Guerber Park Pressurized Irrigation Facility; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF EAGLE, Ada County, Idaho, as follows: Section 1: The City Council for the City of Eagle hereby confirms the acceptance of the dedication of the Guerber Park Pressurized Irrigation Facility in accordance with the terms and conditions of the First Amended Pressurized Irrigation Operation and Maintenance Agreement, attached hereto as Exhibit A. Section 2: This Resolution shall take effect and be in force from and after its passage and approval. DATED this 23`d day of May, 2017. CITY OF EAGLE Ada County, Idaho rCe Stan Ridgeway, Mayor ATTEST: Sharon . Bergmann, City C rk • • 0� :u moo. L t = Sip do; kr.Tq OF Page 2 of 2 K .COUNCIL Utesolunons\2017\17-16 Acceptance of Guerber Park Pressurized Irrigation Facility doc Exhibit A iw uruuig RCquuswu DY LULU When Recorded Return to: City of Eagle 660 E. Civic Lane P.O. Box 1520 Eagle, Idaho 83616 ADAOUNTY RECORDE lopher D. Rich 2016-018326 BOIS IDAHO Pgss89 L BATT 03/0412016 01.25 PM EAGLE CITY NO FEE 111111111111111111111111111111111111 � i i,��,b,�!� U 0o2000aa2aleaole32B08aoBsa For Recording Purposes Do Not Write Above This Line FIRST AMENDED PRESSURIZED IRRIGATION OPERATION AND MAINTENANCE AGREEMENT THIS PRESSURIZED IRRIGATION OPERATION AND MAINTENANCE AGREEMENT ("Agreement"), is entered into this74 day of February 2016, by and between City of Eagle ("City"), Corey Barton Homes, Inc., the owner of the developments WyCliffe Estates ("WyCliffe") and Cedarfield Subdivision ("Cedarfield"), and Eagle Legacy, LLC, the owner of the development Redstone Ranch Subdivision (Redstone). The parties are collectively referred to herein as the "Lot Owners." RECITALS A. The City is the owner of certain real property located at 2200 E. Hill Road, City of Eagle, Ada County, Idaho, commonly referred to as Guerber Park. B. Corey Barton Homes, Inc. owns that certain real property located at Southwest Quarter of the Northeast Quarter of Section 10, Township 4 North, Range 1 East, Boise Meridian, City of Eagle, Ada County, Idaho, known as Wycliffe Estates. The property is more particularly shown on Exhibit A attached hereto and incorporated herein by reference. C. Corey Barton Homes, Inc., owns that certain real property located at Southeast Quarter of Section 10, Township 4 North, Range 1 East, Boise Meridian, Ada County, Idaho, known as Cedarfield Subdivision (formerly known as Gateway Subdivision). The property is more particularly shown on Exhibit B attached hereto and incorporated herein by reference. D. Eagle Legacy, LLC, owns that certain real property located at the Southeast Quarter of Section 10, Township 4 North, Range 1 East, Boise Meridian City of Eagle, Ada County, Idaho, known as Redstone Ranch Subdivision. The property is more particularly shown on Exhibit C attached hereto and incorporated herein by reference. PRESSURIZED IRRIGATION OPERATION AND MAINTENANCE AGREEMENT - 1 K ninsinS DaPP,Misc Agrtomum12OI11Pr®virad Irrigation Ag a:meat Ouaba Park Fast Amadei cc Saul verde= 3 E. The City of Eagle owns that certain real property located at the Southeast Quarter of Section 10, Township 4 North, Range 1 East, Boise Meridian City of Eagle, Ada County, Idaho, known as Guerber Park. The property is more particularly shown on Exhibit I attached hereto and incorporated herein by reference. F. The four properties described herein and owned by the City of Eagle, Corey Barton Homes, Inc., and Eagle Legacy, LLC, shall collectively be referred to as "Lots." The parties desire to participate in a shared pressurized irrigation system, including the irrigation pump station and other appurtenances, which will serve all four Lots ("PI System"). The irrigation demand studies for these Lots are attached hereto as Exhibit D. G. An existing pump station is located on the WyCliffe Lot. Due to the irrigation demands of the Wycliffe, Cedarfield, and Redstone Lots, the pump station will require upgrades to allow for the capacity increase. These upgrades will be the responsibility and at the expense of Wycliffe, Cedarfield, and Redstone Lot Owners. The City will own and operate the pump station as part of the PI system for the benefit of all Lots. H. It is the desire of the parties to declare and set forth the rights and responsibilities of each party, and their successors and assigns, regarding the use, operation, maintenance, repair and/or replacement of the PI System and the sharing of expenses relating to such operation, maintenance, repair and/or replacement. AGREEMENT NOW, THEREFORE, in consideration of the Recitals set forth above, the Parties hereby declare as follows: I. WYCLIFFE. CEDARFIELD. AND REDSTONE OBLIGATIONS: 1. Effect of Declaration. The WyCliffe, Cedarfield, and Redstone Lots shall be held, sold, conveyed, encumbered, hypothecated, leased, used, occupied, and improved subject to the terms, conditions, and restrictions herein set forth, all of which are declared to be in furtherance of a general plan for operating and maintaining the PI System. 2. Standing. It is understood and expected that the WyCliffe, CedarfieId, and Redstone Lots will be subdivided and sold to individual property owners subject to a homeowner's association. The developer of WyCliffe, Cedarfield, and Redstone or their successor homeowners associations will be the only entities authorized to enforce this Agreement. 3. PI System Construction and Transfer Timeline. It is understood that the development of WyCliffe may proceed and continue to use the current pump house/system to serve its pressurized irrigation needs. Upon approval of the first final plat for Cedarfield, Corey Barton Homes, Inc. shall construct and convey the PI PRESSURIZED IRRIGATION OPERATION AND MAINTENANCE AGREEMENT - 2 K'WLnning DepiV.tise Agreemem0120I51Pmuoisod Irrigation Agteemcm Gu,.ber Pok Ent Amended cc thud va.doa 4 System, including upgrades to the pump station and Transmission Line to Guerber Park. The concept plan is depicted in Exhibit E of this Agreement. Corey Barton Homes, Inc. is required to provide the Transmission Line and a stub to Guerber Park prior to the City Clerk signing the first final plat for Cedarfield. Corey Barton Homes, Inc. will construct and be responsible for all construction costs of a Transmission Line from the pump station to Guerber Park. The City will own the Transmission Line to Guerber Park and is responsible for connection to the Transmission Line. The upgrade and completion of the PI System shall be in accordance with the City approved Construction PIans for Cedarfield prior to conveyance of the PI System to the City. 4. Maintenance of Pump Station Landscape. It shall be the responsibility of Corey Barton Homes, Inc. to maintain the landscaping located on same property as the pump station. Corey Barton Homes, Inc. shall enter into a maintenance agreement with the City to establish the maintenance provisions prior to approval of the first final plat for Cedarfield. 5. Run with the Land; CCR's. All provisions of this Agreement, including the benefits and burdens and the declaration as to the payment of the costs and expenses for operation, maintenance, repair and/or replacement, shall run with the Lots and shall inure to, benefit and bind the current and future Lot Owners and their heirs, successors and assigns. The Wycliffe, Cedarfield, and Redstone developers agree to incorporate by reference this Operation Agreement in the conditions, covenants, and restrictions that will run with the property. The WyCliffe, Cedarfield, and Redstone homeowner's associations are required to collect the service, operating, and assessment fees required under this Agreement from its members. 6. Notification of Damages to PI System. Lot Owners shall timely notify the City of any damages to or other problem with the PI System of which Lot Owners become aware. II. CITY OBLIGATIONS: 1. Ownership, Operation, and Maintenance of PI System. Upon conveyance of the completed PI System by Corey Barton Homes, Inc. to the City, the City shall be the owner of the PI System. Except as otherwise provided herein, the City shall be responsible for the operation and maintenance of the PI System. The entire PI System shall be fully upgraded and located in easements recorded prior to City acceptance of the PI System. The location, widths and limitations of the easements shall be reviewed and approved by the City prior to recordation. The PI System shall be conveyed to the City prior to the City Clerk signing the first final plat for Cedarfield. WyCliffe will retain ownership of the overflow line. The costs and expenses of such operation and maintenance shall be assessed to the Lot Owners as provided in Paragraph 2 set forth herein under Mutual Obligations. PRESSURIZED IRRIGATION OPERATION AND MAINTENANCE AGREEMENT - 3 K V7snning DeptlMtsc Apecmems1201 NYemnsed lmgaicr Agreement Gimbel' Perk First Amended a final w dons 5 2. Water Shares and Distribution. The City does not own any of the water shares held by WyCliffe, Cedarfield, and Redstone. The City acts solely as a basis of delivery to the WyCliffe, Cedarfield, and Redstone Lots. Failure to comply with this Agreement could result in cessation of this delivery and it will be the responsibility of the Lot Owner to come into compliance with Agreement or find alternative means to access its water shares. The City agrees to allow the WyCliffe, Cedarfield, and Redstone Lots to connect a Service Line to the City's Transmission Line. There will be only one connection each from the City PI System to the WyCliffe, Cedarfield, and Redstone Lots as depicted in the concept plan, Exhibit E, of this Agreement. The City agrees to deliver irrigation water to the Service Line connecting to the WyCliffe, Cedarfield, and Redstone Lots and will have no additional responsibilities for disbursement or management of the internal irrigation systems for those developments. The internal irrigation system does not include the pump station located in WyCliffe which is part of the City PI System and will be managed and owned by the City. 3. Third -Party Contractor. The City of Eagle may elect to contract some or all of the operations to a third -party contractor on its behalf. 4. Payment of Operation and Maintenance Costs; Administrative Fee; Assessment. The City or its contractor will invoice each Lot Owner on an annual basis for all costs associated with the operation, maintenance, repair and/or replacement of the PI System. Invoices will be mailed by the City to Lot Owners no later than January 31 of each year. Lot Owners shall pay the annual invoice to the City within thirty (30) days of receipt. Lot Owners shall have the right to inspect all records associated with the operation, maintenance, repair and/or replacement of the PI System upon reasonable notice to the City. The City may charge an administrative fee to cover the actual cost to administer this Agreement, which fee shall be shared proportionately as provided in Exhibit F. In the event repairs or replacements to the PI System are necessary to continue the operation of the PI System, and such repairs or replacements exceed the funds available in the PI System budget from prior invoices, the City may assess the Lot Owners in the same allocation of costs to the parties in Exhibit F. Lot Owners shall pay the assessment in full within thirty (30) days of receipt. S. Disconnection. The City retains the power to refuse to deliver irrigation water and to disconnect in the event a Lot Owner has failed and refused to pay any amounts due the City hereunder or in the event Lot Owner has otherwise materially breached any other term or condition of this Agreement; provided, however, that the City shall first have given Lot Owner thirty (30) days advance written notice of its intention to so disconnect. In the event it becomes necessary for the City to shut off water service, a fee as set by City resolution will be charged for reconnection of water service. Water service shall not be restored to the Lot until Lot Owner has paid in full any and all outstanding operation and maintenance fees, legal costs and the reconnection fee owed to the City. PRESSURIZED IRRIGATION OPERATION AND MAINTENANCE AGREEMENT - 4 X %Plaummg Dept Mbc Agreamenu1201S1P,eswriaed Impar •m Agamaa Guaira Park First Amended cc Bial w do= 6 6. Use Subject to Regulation. The use of the System and the right to receive irrigation water therefrom shall be subject to such ordinances, rules, regulations and policies as may, from time to time, be adopted by the City; and the right to receive water therefrom is, in any event, subject to availability of the water. Specifically, the City, at its sole discretion, and Lot Owners hereby agree, to establish a municipal irrigation system pursuant to Chapter 18, Title 50, Idaho Code. The City may establish a watering schedule or other internal procedures in the event of water delivery shortages. The City shall provide notice to the Lot Owners prior to implementing such policy. III. MUTUAL OBLIGATIONS OF ALL PARTIES: 1. Irrigation Shares. Irrigation water is delivered to the Lots by the Farmers Union Ditch Company, Ltd. and Boise Valley Irrigation Ditch Company ("the Districts") as indicated by the water shares shown in Exhibit H. The Districts bill each Lot Owner directly for water used by such Lot Owner. It is the responsibility of each Lot Owner to allocate its irrigation water shares to the PI System to serve its Lot. The Lot Owners agree to not sell or otherwise relinquish their irrigation shares without replacing it with other shares or adequate water rights to serve their Lot. WyCliffe and Cedarfield shall notify the City in advance prior to any change in their irrigation shares or water rights. 2. Agreement to Share Operation and Maintenance Costs. Except as otherwise provided herein, all costs and expenses for labor and materials incurred for operation and any necessary maintenance, repairs and/or replacement to the PI System, as may be required from time to time, including repair or replacement of any of the main water Transmission Lines, shall be shared proportionately by each Lot Owner. The proportionate shares are provided in Exhibit F. The maintenance, repair and/or replacement of the Service Lines connecting to the main Transmission Line shall be the responsibility of the Lot Owner. 3. First Year Operation Costs. Notwithstanding the agreed upon shared expenses set forth herein, the parties agree to provide their proportion of the projected first year operation costs upfront as calculated in Exhibit G. The costs will be due within thirty (30) days of the City accepting the PI System. 4. Police Powers. Nothing contained herein is intended to Iimit the police powers of the City. This Agreement shall not be construed to modify or waive any law, ordinance, rule, or regulation, unless expressly provided herein. 5. Term. This Agreement shall run indefinitely from the date of execution, unless earlier terminated pursuant to Section 20 of this Agreement. 6. Notices. Any notice required to be sent under the provisions of this Agreement shall be deemed to have been properly sent, and notice thereby given, when mailed, with the proper postage affixed, if to a Lot Owner, to the address of the Lot Owner as provided to the City and, if the City, at the City's principal office. PRESSURIZED IRRIGATION OPERATION AND MAINTENANCE AGREEMENT - 5 K:Wlmning DepltMbc Agnememi2013 Pretwriud lniption Apreement Goober Park fins Amended cc flail .c docs 7 7. Indemnity. Lot Owners agree to indemnify and hold City or its contractor harmless from any liability, claims or damages arising from or in connection with PI System failure which results in damages to a Lot Owner's Lot, provided that such PI System failure is not due to City's own negligence or willful failure to operate and maintain the PI System. 8. Remedies. The parties hereto, their heirs, successors and assigns shall have all rights and remedies provided at law or in equity to enforce their rights hereunder. In the event of any action or proceeding by or against Operator or any Lot Owner, in any way arising out of this Agreement, or attempting to enforce any right herein granted, the losing party shall pay the prevailing party's reasonable attorney fees and costs. 9. No Restriction on Lot Owners. Notwithstanding the foregoing, no provision of this Agreement shall be construed to prevent or limit Lot Owner's right to complete the development of the Lots and to construct improvements thereon or Lot Owner's right to modify plans for the Lots, all in accordance with any necessary City or County approvals. 10. Section Headings. The titles to the sections of this Agreement are solely for the convenience of the parties and shall not be used to explain, modify, simplify or aid in the interpretation of the provisions of this Agreement. 11. Force Majeure. No party to this Agreement shall be liable to the other for any loss, cost, or damage, other than payment of connection, service or operation and maintenance fees set forth herein, arising out of, or resulting from, any failure to perform in accordance with the terms of this Agreement where such failure shall be beyond the reasonable control of such party which, as employed herein, shall be deemed to mean, but not limited to: acts of God, strikes, lockouts, or other industrial disturbances, wars, explosions, fire, floods, or any other cause not within the reasonable control of either party. Nothing in this Agreement shall independently obligate the City to provide emergency service to Lot Owners or the property associated with water service or any other type of emergency service or City response otherwise provided to residents of the City. 12. Heirs, Successors and Assigns. This Agreement shall be binding upon and inure to the benefit of the heirs, personal representatives, successors and assigns of the parties hereto. 13. Choice of Law. It is agreed that this Agreement shall be governed by, construed, and enforced in accordance with the laws of the State of Idaho. 14. Entire Agreement. This Agreement contains the entire understanding and agreement between the parties relating to the matters contemplated herein and all prior or contemporaneous negotiations, agreements, understandings, representations and statements, oral or written, are merged herein and shall be of no further force or effect. 15. Amendments. Any modification of this Agreement or additional obligation assumed by either party in connection with this Agreement shall be valid only if evidenced in writing PRESSURIZED IRRIGATION OPERATION AND MAINTENANCE AGREEMENT - 6 K 1Plumng DeptV. iae Agreemem,L2OI51Preuwriud Irrigation Agrcemem Camber Park First Amended cc Qoai ver docr 8 signed by each party or an authorized representative of the party. However, this provision shall not apply to an increase in the monthly rates and fees charged by the City duly adopted pursuant to resolution of the City. 16. No Waiver. The failure of any party to this Agreement to insist upon the performance of any of the terms and conditions of this Agreement, or the waiver of any breach of any of the terms and conditions of this Agreement, shall not be construed as thereafter waiving any such terms and conditions, but the same shall continue and remain in full force and effect as if no such forbearance or waiver had occurred. 17. Partial Invalidity. The invalidity of any portion of this Agreement will not and shall not be deemed to affect the validity of any other provision. In the event any portion of this Agreement or part thereof shall be determined by any court of competent jurisdiction to be invalid, void, or otherwise unenforceable, the remaining provisions hereunder, or parts thereof, shall remain in full force and effect. 18. No Third Party Beneficiaries. Nothing contained herein shall be deemed or construed to create any third party beneficiaries or third party rights. 19. Authority to Execute. Each of the persons executing this Agreement represents and warrants that he has the lawful authority and authorization from their respective entities to execute this Agreement for and on behalf of the entity executing this Agreement. 20. Termination. Either party may terminate this Agreement by providing at least thirty (30) days written notice to the other party and upon Lot Owners paying all monies owing to the City. The City may elect to terminate and discontinue acting as system operator by providing at least thirty (30) days written notice to Wycliffe, Cedarfield, and Redstone. In this event, the City will provide reasonable cooperation to transfer the operation responsibilities to the new operator. 21. Attorney Fees. If legal action by either party is brought because of breach of this Agreement or to enforce a provision of this Agreement, the prevailing party is entitled to reasonable attorney fees and costs incurred with regard to such action including, without limitation, any appeals. 22. Recording. This Agreement shall be recorded in the records of Ada County, State of Idaho. 23. Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original but all of which together shall constitute one and the same instrument. PRESSURIZED IRRIGATION OPERATION AND MAINTENANCE AGREEMENT - 7 K \Planning DquNi,c Adtocmemt12017\Ptnsuntcd Iniguion Armnan Gue,ba Park First Amended a dial ea do= 9 EXHIBITS LIST: EXHIBIT A - WyCliffe Plat EXHIBIT B - Cedarfield Plat EXHIBIT C - Redstone Plat EXHIBIT D - Pressure Irrigation Demand Calculations EXHIBIT E -- Concept Plan of PI System and Transmission Line EXHIBIT F - Cost Allocation Chart EXHIBIT G -- First Year Operation Costs EXHIBIT H - Water Shares EXHIBIT I -- Guerber Park Vicinity Map IN WITNESS WHEREOF, the parties have executed this Agreement effective as of the day and year first above written. OPERATOR CITY OF EAGLE 1 Stan Ridgeway, Mayor Date: 2- 21-- 4 ATTEST: 0160,, Sharon ! Bergmann, City Clerk LOT OWNER COREY BARTON HONES; N (WYCLIFFE ESTAT ) (CEDARFIELD S ; ' !VISION) Corey D. Barton, Presi sy OR =siperr * SEAL. ss �}, `�tiousAtva p Date: PRESSURIZED IRRIGATION OPERATION AND MAINTENANCE AGREEMENT - 8 K Uank%I<:.•t,,:h=rcratwnl9tiWlcim,gdkriptkwAj.caeamtkcrMt,tI 2Am.adkil 10 LOT OWNER EAGLE LEGACY, LLC (REDSTONE RANCH) Pete Whitehead, Managing Member Dat iZ A STATE OF IDAHO ) :ss. County of ) On this A61"day of February, 2016, before me, the undersigned, a Notary Public in and for said State, personally appeared STAN RIDGEWAY, known to me to be the Mayor of the City of Eagle, Idaho, whose name is subscribed to the within and foregoing instrument, and acknowledged to me that he executed the same for the purposes therein mentioned. IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed my official '‘� rOIRi0 seal the day and t a$ written. --ty� L, / .tS / L, 1 0 Notary Public for h (1 a ;,, z ' 7:: i Residing at MLA.r t4ir-zo-„loao 'IA 4 "" :Commission expires o 44 w"4 * • • STATE OF IDAHO-,)t==itt`''' :ss. County of Ada ) On this .)-fay of February, 2016, before me, the undersigned, a Notary Public in and for said State, personally appeared COREY D. BARTON, known or identified to me to be the president of Corey Barton Homes, Inc., an Idaho corporation DBA CBH Homes, whose name is subscribed to the within and foregoing instrument, and acknowledged to me that he executed the same for the purposes therein mentioned. PRESSURIZED IRRIGATION OPERATION AND MAINTENANCE AGREEMENT - 9 KiPWma,IX-pairs Agoanns...$5tt intsaiim Asranaou ititiettaIhilfirst(,m,midaIlealwr.Jacs 11 IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed my official seal the day and year first above written. Notary Public for Residing at 111A + Commission expires b-05-1(0 STATE OF IDAHO ) :ss. County of rk ) sk On this ! A- day of February, 2016, before me, the undersigned, a Notary Public in and for said State, personally appeared PETE WHITEHEAD, known or identified to me to be the managing member of Eagle Legacy, LLC, an Idaho corporation, whose name is subscribed to the within and foregoing instrument, and acknowledged to me that he executed the same for the purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. V77:4#, Notary Pu is for f Residing at ��. o t se. to % Commission expires Zf �'"�► �eLlc * 1 ,, OF Dioo�� PRESSURIZED IRRIGATION OPERATION AND MAINTENANCE AGREEMENT - 10 x41b 1)epitlta.Apeaatvrv=.t+it:•cimvad!alpaca A;RrmrriCrailrrPut1bnArmakdarfiwl,rr44t1 12 EXHIBIT "A" kl I - Q ..._. Yxi S r9 i >a .. • 0 o I � y G i amdw4 . • , M r. �`"===i—=—.g I 1 Muir �E-Cid :ii'ji e iK l=t;ailii• E pai e = 1 __ate �.. e - g i, o - 1_ N 1_ _ i1 '' • 4^ ..ren*' ".%1r_ . - _1 • '�'•'a' a . 4. { = � i i sl © ,ti ® 1!p =' d 1: (� 1. Il i YI 1, lir t » a- + yea 6 O i , —.--i-r— .- t,' f �C • f`; -�' II f a" ® �.®�� '7., ° �� ,i - meq/ r • ,`" ®• 11 uryr t r' s O s ijt�Yh -1, 5.' • LeY.,y, mm ll EXHIBIT "Er 0 t VIA fp2/4. MP% NW p.[ grim r. wi•w Wn ma O. All -C4, WPC: rs1412•ti auranuIl Ilii a par NIMG4 RIX rtlrrc almwrl>m Iln r .In+luaw NIMGp RJOCR Cil 1:71 5117301{13 111 No +1 t'. 1 CAP/An= •s AN . -.. ,.. f ;tt :. wr RECEIVED & FILED I! ^ITY OF-EAGLt Jit 282014 .t �� Ffe• I + Route tft- I 1 u` :1 tr { lax et. :rear ` �', attaco •rucr /maw NnNwlnYr N1. ti 333331 • '�v�� I :T I-lT, ''k,`;4• ••: 6r •1:' +etaa It 190 t, ee 0.4 1FL 4111( rr• ?' ilii ?. ►fi , `1 as >iQ 1 •i/t o/ 11:1' * l t1IY;0I1/ 1 Sl/16 • • mt PRELIMINARY PLAT SIIOWINt: GATEWAY SUBDIVISION • . MO m m 1 1/1 Of mmol 1b a•► rm•1011=111111111 IARMUP tecs Luny AIM COMM MAW >11440. rt »...::. ..vgo. ::-tire` �1�EL..fMiN IV; LAT; �S.g7f4WAY SU®Ot ,*S* p1 L.dc twl V£MT V Ft EXHIBIT "C" 11+4. sss PREL••ARY DEVELOPYENTfEATURE] tiKAm axial VA 5050 4844 +^ ROS -r n•r L•3 s»::. . 101wM ;A.. PRmVA!F 51RFFT =nor( 10' RIGHT-OF-WAY rA 448 ia -r .r.r ! I{ e .. 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[.41548150 051051 'WON ;Mt Seita 4.11. 404 481. O e1 R5 U• ltil5. Y.!Mn tel V! Iet5110.4. a« ,rr .+ [5iM1445 NW Meg LOC 4.0100 510 11 /11tK N.M. Y[ 081.4511 •1.00/ 48141.0 91 1 w48t [ MT110 000 484 • 44851 *1510 W 1.000)4 • 140..16 4557 • 555451.517 O 40[048 110 A•00[ O fli 5515 er01 • 450 Mle • Wes; 4800 5.1045 • FIR wg1Yt M 1151 44.4 a •1115 151a i rYra51•.4.5 • gem. W1 80,48 • ..504. 51110 140505 • =molt aims unta {, =nor 0+55111 14 01x.4. ,5151151 4- d4- ..0a • 000,05144510 } OW 5. 1®15• /Q 04-0510151 • rams O MIT von OP. MO 111141Z Ptt_ 01.11 • •e1 r55*14��0 SONN/1111.111,144 1�.rt1e. PRELIMINARY PLAT HAP REDWINE RANCH SUBDIVISION Yrlfoht.11Tt A1.L 51Y•14rt48III.r55tYrr 0 ..448 54.ear4.Y1.•.1m1. 01 0 l* 1.0.4 1.10* A00.[.000.051 g1 • lira .Y0101ors iTtOM�4rtftCr 1 • /111 r 111: .w EXHIBIT "I" 'Mb map Ia a user generated start output iron an Internet napping as and Ia for gannet reference only. Data layers Mel appear an ads map may as mayn't be accurate, anent. mothers/lea Marble. THIS MAP IS NOT TO 9E USED FOR NAVIGATION. Use and dtsblbutkrn cd Qds map subject In dardalmer notices el wwstads ...,, : .. , Alg Major streets ❑ Parks a 1HORARTEAIAL Cay Umlts ili2aroa 1:30 Kuna iorttlR a6CnOM ❑ ODIM nsipinatau 0 Mama tab >{TA7e ❑ Eaale e! Mar 0 ed' Mbar Streets 0 trmiaw tfl LOCAL f: PANG P NYAK • RENOEs(nAL 1 /I/ aewr 11 • Names Water 0 Parcels ❑ Schools -,. 0 nt ?-2, '�m 1T 111 Li cal 0 Ft m , 0 0 EXHIBIT "D" alley Engineering,Inc. CIVIL ENGINEERINGJPLANNINGICADD EXISTING PRESSURE IRRIGATION PUMP STATION FEASIBILITY & UPGRADE REQUIREMENT REPORT FOR: Redstone Ranch Subdivision PROJECT NO: C2015-016 DATE: 7-8-2015 DEVELOPER: A Team Land Consultants 1785 Whisper Cove Ave Boise, ID 83709 4242 N. Brookside Lane • Boise, Idaho 83714 • Tei.: 208-938-0013 www.baileyengineers.com 17 Summary Redstone Ranch Subdivision Pressure Irrigation Demand =110.04 gpm Current Wycliffe Pump Station Design Capacity= 480 gpm Wycliffe Pump Station Design Flow Rate w/ Redstone Ranch = 480 gpm + 110.04 gpm = 590.04 gpm 1. Gravity Supply - No Upgrade Required In standard conditions the gravity irrigation piping from the canal is capable of providing the design flow rate (590.04 gpm) to the pump station. If the water level in the canal drops the pump station will lose flow capacity. The elevations used in calculations are approximations and it is recommended that additional survey work be completed prior to finalizing design. 2. Suction Filter - Replace The suction filter in the screen box will need to be replaced with a Clemens CW 600 or equivalent. A CW 400 will have been installed with the current phase of expansion. This size of filter screen is not capable of a flow rate of 590 gpm. 3. Screen Box - Replace The existing screen box does not have adequate depth for a Clemens CW 600 screen. The floor of the screen box needs to be dropped by 0.70 feet to allow room for proper operation of the screen. 4. Power Supply - Pump Contractor to Verify A power supply evaluation was not included in this analysis. The pump contractor must verify that the power supply to the pump station and its pumps Is adequate for the proposed upgrades, and that the assodated electrical components will still function properly. 5. Pumps - Upgrade To meet City of Eagle Pressure irrigation Standards, each of the two (2) pumps must be able to independently provide the maximum demand flow rate of 590.04 gpm. The pump station currently houses one (1) main pump capable of providing 150 gpm and one jockey pump for pressure equalization. Currently, two (2) pumps capable of 480 gpm each are proposed to serve Wycliffe Estates, Cedarfield and Guerber Park. 6. In -Line Filter - No Upgrade Required The in-line filter will be upgraded for the expansion of Wycliffe Pump Station to serve Wycliffe Estates, Gueber Park and Cedarfield Subdivision. This VAF V-500-4 has a maximum nominal flow rate of 811 gpm, above the required maximum flow rate of 590.04 gpm. 7. Distribution System - No Upgrade Required - Connection Necessary The existing distribution system does not need to be upgraded to serve Redstone Ranch Subdivision. However, Redstone Ranch Subdivision will need to connect Into the existing system. There is no stub from the existing system to the proposed subdivision. For connection to the existing system a connection will be required within Cedarfield Subdivision. Requirements for connection to the system are listed below. -Tee from existing system -Sleeved pressure irrigation crossing of Echohawk Way -Pressure Irrigation Vault -Flow Control Valve w/ Orifice Plate -Flow Meter w/ Totalizer 18 Existing Pump Station Wycliffe Pump Station is an existing pressure irrigation pump station located just West of Idaho State Highway 55 and South of Echohawk Subdivision No. 4. The pump station has been designed to serve Wycliffe Estates Subdivision, Cedarfield Subdivision and the City of Eagle's Guerber Park. Although the pump station has been designed to serve the two subdivisions and Guerber Park, construction of required upgrades has not started as of 7/6/2015. Table 1, shown below, shows the pressure irrigation demand that will be placed on the pump station. 1 nbie 1: Current lit yeliffc Pump Station Demand (tt ithaut Redstone Ranch Subdirisinn Demand) Subdivision Average Flow Maximum Flow fgam) (gam) Wycliffe 55.45 138.55 Cedarfield 112.73 196.45 Guerber Park 100.00 145.00 Total: 268.18 480 The average and maximum demands from Table 1 have been calculated using City of Eagle Pressure Irrigation Design Standard IV.A. Redstone Ranch Subdivision Demand Redstone Ranch is a proposed subdivision that contains 98 building Tots and 20 common Tots. The attached calculation spreadsheet (Appendix A) shows the approximated irrigable area for each lot in the subdivision. This total irrigable area is used throughout the calculation process to determine the pressure irrigation demand of the subdivision. The irrigable acreage calculation for each common lot was performed independently. The total lot area was taken from the preliminary plat and impermeable areas (concrete, asphalt, structures, pools, clubhouse, etc.)* were subtracted out as they will not be irrigable. Common Lot Irrigable Acreage = Lot Area — Impermeable Areas* The area of each building lot was taken from the Redstone Ranch preliminary plat. There are five (5) different building types that will be used throughout the subdivision (P-1 through P-5). Each building lot will have a building and pathway at a minimum. The amount of pathway will vary by lot, and is often near negligible in any one lot. Building Lot Irrigable Acreage = Lot Area — Area of Building 19 Adding the irrigable acreage of all lots in the subdivision, the total irrigable acreage of Redstone Ranch Subdivision was determined to be 5.055 acres. Using the approximate irrigable acreage and the lawn requirement of 0.4 in/day, the average irrigation demand was calculated. Calculations for determining the minimum flow requirements for Redstone Ranch Subdivision were performed in accordance with City of Eagle Pressure Irrigation Standards. Shown below are the variables used in the average and maximum flow determination calculations. Qind= Flow at Individual Lot Qmax= Required Capacity Flow Rate KCo= Coincidence Coefficient Qave= Mean Irrigation Flow Based on a Lawn Requirement of 0.4 in/day Cavail= Coefficient of Availability (Ratio of hours in a full week to number of hours per week irrigation water is available) =1.0— Wycliffe Pump Station operates 'on -demand' and has continuous access to water from Farmer's Union Canal. n= Number of Lots to be Watered P= Probability of all Lots Irrigating at the Same Time 0.4in 0.4in (Irrigable Sq Ft) 1 (220,178 sq f t) tn Qave =24 hr x 60 minx 60 s — 24 hr x 60 minx p = 0.085 cfs = 38.64gpm MI min "ay— min Using this mean irrigation demand flow rate, the required capacity flow rate can be determined through a series of equations. Three (3) of the 20 common lots have not irrigable area, so they have not been included in the total number of lots to be watered. _ _ Qave _ 38.64 gpm P n x Cavail x Qind 115 x 1.0 x 15gpm — 0.0224 KCo = 3.01Jn x P(1 — P) = 3.0115 x 0.0224(1 — 0.0224) = 4.76 Qave 38.64 gpm Qmax = Cavail + Kco x Qind = 1 0 + 4.76 x 15gpm = 110.04 gpm 20 Wycliffe Pump Station Analysis As shown in Table 1, the existing maximum demand flow for Wycliffe Pump Station is 480 gpm. Per City of Eagle Pressure Irrigation Standard IV.F.1, the system must be capable of meeting maximum demand with any pump out of service. The maximum demand flow rate of Redstone Ranch Subdivision must be added to the existing maximum demand flow rate to determine the new maximum demand flow rate, and thus the pump station design flow rate. Qmax = 480 gpm + 110.04 gpm = 590.04 gpm Pump Station Gravity Supply & Discharge Water is diverted on the south side of the Farmer's Union Canal through Headgate #33 to the pump station. The headgate exclusively serves Wycliffe Pump Station and is serviced by a sliding Waterman headgate. The attached calculations (Appendix B) show the ability of the gravity irrigation system to adequately flow the required 590.04 gpm to Wycliffe Pump Station. There is an irrigation box (Farmer's Box) located at the headgate. Irrigation water flows through 12" piping south to a manhole (MH -1) before it flows west 10 feet and enters the screen box. The tables attached in Appendix B show the hydraulic losses through this system. Hazen - Williams Equation was used to calculate the hydraulic losses in the system. The pipe from the Farmers Box to the manhole is set at a slight negative slope. The hydraulic grade line stays above the pipe at all points, so water will still be able to flow through the piping system effectively. As previously stated, Hazen -Williams equation was used to determine the head losses across the system. The use of Hazen -Williams is illustrated below, using the design flow rate of 590.04 gpm. f = d4'8655 F=Friction loss per 100 feet of pipe C=Hazen-Williams Roughness Coefficient (PVC -150) Q=Flow Rate (gal/min) D=Inside Hydraulic Diameter (in) 0.2083 (100)1.852 Q1'52c 21 For the 12" PVC piping used in this system, a Hazen -Williams Roughness Coefficient of 150 was used. The friction head loss per foot of pipe was determined for each section of pipe to determine a hydraulic grade line. The results of these calculations are attached in Appendix B. Entrance and exit head losses from the irrigation boxes from the irrigation manholes were also taken into account in calculations. Entrance head loss is calculated using the following equation. V2 He = Ke 29 He= Entrance Head Loss (ft) Ke= Entry Head Loss Coefficient (0.5 standard for square cut end) V=Velocity in the pipe barrel (ft/s) g=Acceleration due to gravity (32.2 ft/s2) The following equation allows the calculation of an average velocity, as the cross-section area of a 12" pipe is easily determined. Q = VA Exit head loss is given by the equation below. i Hd = Ke — 2g Hd= Exit Head Loss (ft) Ke= Entry Head Loss Coefficient (1.0 standard for sharp -edge box exits) V=Velocity in the pipe barrel (ft/s) g=Acceleration due to gravity (32.2 ft/s2) The following equation was used to determine the head loss through Headgate #33 off of the Farmers Union Canal. Commonly used to size an orifce, this is the equation recommended by Waterman to determine head Toss across a headgate. 22 CdANIFj. F Q=Flow Rate (cfs) Cd= Orifice Discharge Coefficient (0.62- Sharp Orifice) A= Cross -Sectional Area of Orifice Plate (ft2) g=Acceleration due to gravity (32.2 ft/s2) h=Head differential across the plate. Screen Box A 6- ft deep screen box is located on the north side of the existing pump station. irrigation water enters the screen box from the east through 12" PVC pipe. Check boards in the screen box raise the water level and allow for proper intake to the wet well. A screen is set at the inlet to the piping to the wet well. The screen box has a sliding headgate set into the check boards. The outlet of the screen box has a 1-1/2" overflow from the pump station, and an 8" outlet to the west. It is believed that the existing screen box will not be adequate for an expanded pump station. The screen box contains a self-cleaning suction screen, but the size of the screen is not verified. To serve Wycliffe, Gateway and Cedarfield, the screen must be a CW400 or equivalent. With the additional demand of Redstone Ranch Subdivision, the screen must be a CW600 or equivalent. The CW 600 is 24" in diameter with a total length of 32.5". The screen box is 4 ft wide — The screen will be able to fit inside of the box with minimum 1' clearance from the edge of screen to the edge of box. A CW 600 has an 8" flanged connection. A 12" x 8" reducer will be required for connection to the existing inlet to the screen box. With the 24" diameter screen it is believed that adequate clearance to the bottom of the screen box cannot be achieved without modifying the box. A 24" diameter screen installed on the current box would only yield 0.3' of clearance below the screen, less than the required 1.0' of clearance. The only upgrade required for the screen box is to lower the floor by approx. 0.7 vertical feet. Per Eagle Pressure Irrigation Standard IV.D, a Clemons Clearwater Self Cleaning Suction Screen Model CW 200 or equivalent is required. A CW 600 would meet this standard. Wet Well The Wycliffe Pump Station wet well is 48" in diameter. City of Eagle Pressure Irrigation Standard IV.E.1 requires a minimum 72" diameter wet well. 23 Pumps Per City of Eagle Pressure Irrigation Standard IV.F.1, the system must be capable of meeting maximum demand with any pump out of service. The pump station must house two (2) main pumps, each with a minimum capacity of 590.04 gpm. A pump supplier/installer must verify NPSHR and wet well size are adequate for the pumps. Currently, two (2) main pumps are proposed for an upgrade to serve Wycliffe Estates, Cedarfield Subdivision and Guerber Park. Electrical: The pump station contains a 480 volt electrical panel. A Danfoss VLT Aquadrive (set at 60 psi) helps control differential pressure throughout the system to minimize pump cycling. All electrical components are properly housed and accessible. The electrical capacity to the pump station must be verified prior to upgrades. The electrical capacity to the pumps themselves must also be verified. Filtration: With the pump station's expansion to serve Wycliffe Estates, Cedarfield Subdivision and Guerber Park, a VAF V1000-4-300 or equivalent will be installed. A VAF-V1000-300 filter will provide adequate filtration for the increased pump station capacity to 590.04 gpm. This model of filter is capable of providing filtration for a nominal flow rate of 811 gpm. Distribution System Analysis The addition of Redstone Ranch Subdivision would produce additional demand on the pressure irrigation distribution system. There is a 6" manifold with two (2) four Inch diameter outlet pipes. The 4" diameter outlet pipes exit the pump station and join at a 4"x4"x8" tee. The pressurized water flows from the tee directly into a flow meter where the pipe is reduced from 8" to 4" for a total of 86" including the reducing joints. From this flow meter, the pipe network splits to Wycliffe and an 8" transmission line carries the water south to Cedarfield, Guerber Park and Redstone Ranch Subdivisions. A vault has been designed at the takeoff point of each subdivision. Each vault contains a flow meter with a totalizer and a flow control valve with an orifice plate. The diameter of the pressure irrigation main has been reduced through each vault to provide higher flow velocities and more accurate flow control and metering. The increased velocities through the vaults will produce exceedingly high head losses. The orifice plates will restrict flow even further, causing additional losses. These vaults, including pipe size reductions and additional losses through the orifice plates have been modeled in WaterCAD. If Redstone Ranch was to be served pressurized irrigation water from the Wycliffe Pump Station, a vault with the flow meter and flow control valve would be required. The distribution system has been modeled with this design taken into account. 24 Attachments Appendix A — Redstone Ranch Irrigation Area Calculations Appendix B- Wycliffe Pump Station Gravity Supply & Discharge Calculations Appendix C- WaterCAD Output Reports 25 Redstone Ranch Pressure Irrigation Demand Calculations `Denotes Lmmon Lot 7/7/2015 Block 1 Impermeable Building Type Area (sf) p1 843 p-2 932 p-3 844 p-4 804 p-5 910 Proposed Impermeable Irrigable Lot Sq Footage Acreage Building Type Area (sf) Irrigable Sq Ft Acreage •1 7335 0.168 N/A 0 7335 0168 2 3291 0.076 p•4 804 2487 0 057 3 1637 0.038 p-4 804 833 0 019 4 2130 0.049 p•5 910 1220 1 0 028 •5 398 0.009 N/A 1 188 210 0005 '6 1 16681 0.383 N/A 1 16681 0 0.000 7 1 1675 0.038 p-4 804 871 0.020 8 1774 0.041 p-5 910 864 0.020 9 1587 0.036 p-3 844 1 743 0.017 10 1441 0.033 p-4 804 1 637 0.015 11 1762 0.040 p-1 843 1 919 0.021 12 1587 0.036 p-4 804 1 783 0.018 13 1576 0.036 p-5 910 666 0.015 '14 1456 0.033 N/A 359 I 1097 0.025 15 1 1756 0.040 p-2 932 1 824 0.019 16 1 1841 0.042 11-5 910 1 931 1 0.021 26 17 1705 0.039 p-4 804 901 0.021 18 1711 0.039 p•5 910 801 0 018 19 1567 0.036 p-3 844 723 0 017 •20 3302 0.076 p-1 843 2459 0 056 "21 1886 0.043 N/A 797 1089 0 025 Block 2 1 2133 0.049 p-2 9321201 0.028 2 1 1413 0.032 p•5 910 503 0.012 1 3 1 1162 0.027 p4 804 358 0.008 1 •4 1 5696 0.131 1 N/A 3485 2211 0.051 1 5 1 1403 1 0.032 1 p-3 844 559 0 013 6 1 1344 1 0.031 1 p•5 910 434 0 010 7 1870 1 0.043 1p-2 932 938 0.022 •8 610 1 0.014 N/A 192 418 0.010 9 2079 1 0.048 p-5 910 1169 0.027 10 1526 0.035 p-5 910 616 0.014 1 11 1086 0.025 p-4 804 282 0.006 "12 5581 0.128 N/A 3239 2342 0.054 13 1286 0.030 p-5 910 376 0.009 14 1366 0.031 1 p-2 932 434 0.010 15 2042 0.047 1 p-3 844 1198 0.028 '16 613 0.014 1 N/A 180 433 0 010 17 1580 0.036 1 p-5 910 1 670 0 015 18 1205 0.028 1 p-4 804 401 0.009 19 1785 0.041 p-5 910 875 0.020 •20 5423 1 0.124 N/A 3152 2271 0.052 21 1116 0.026 p-5 910 206 0.005 22 1393 0.032 p-2 932 461 0.011 0 025 23 1950 0.045 p-3 844 1106 '24 635 0.015 N/A 123 512 0 012 1 25 1861 0.043 10 951 0 022 1 26 1310 0.030 p-4 9804 J 506 0 012 1 27 I 1525 0.037 p 5 1 910 I 715 0 016 27 '28 5786 0.133 N/A 3452 2334 0.054 29 2381 0.055 p•2 932 1449 0.033 30 3491 0.080 p-5 910 2581 0.059 31 1738 0.040 p-1 843 895 0.021 '32 40220 0.923 N/A 23647 16573 0.380 33 2052 0.047 p-5 910 1142 0.026 34 1745 0.040 p3 844 901 0.021 35 1843 0.042 p-4 804 1039 0.024 36 2354 0.054 p-2 932 1422 0.033 37 3198 0.073 p-5 910 2288 0.053 38 2433 0.056 p-4 804 1629 0.037 39 1575 0.036 p-3 844 731 0.017 40 1375 0.032 p-4 804 571 0.013 41 2433 0.056 p-2 932 1501 0.034 '42 225 0.005 N/A 77 148 0.003 '43 23122 0.531 N/A 23122 0 0.000 44 2156 0.049 p-2 1 932 1 1224 0.028 45 1630 0.037 p-3 1 844 786 0.018 46 1542 0.035 p4 843 1 699 0.016 47 1656 0.038 p-4 1 804 852 0.020 48 1543 0.035 p-5 910 633 0.015 49 1910 0.044 p-1 843 1 1067 0.024 50 1819 0.042 p•3 844 975 0.022 51 2005 0.046 p.4 1 804 1201 1 0.028 52 2701 0.062 p-2 932 1769 1 0.041 53 1469 0.034 p-3 844 625 0.014 54 1111 0 026 p-1 843 268 0.006 55 971 0.022 p-2 932 39 0.001 56 1557 0 036 p-5 910 647 0.015 57 1827 0.042 p-5 910 917 I 0.021 58 1303 0.030 p4 843 460 0.011 59 1 1280 0.029 p4 843 437 0.010 60 1 1322 0.030 p-2 932 390 0.009 61 1 1509 0.035 p-5 910 599 0.014 28 Block 3 62 2090 0.048 63 1428 0.033 64 1033 0.024 65 1381 0.032 66 1268 0.029 67 1402 0.032 68 2469 0.057 69 2226 1 0.051 70 1436 1 0.033 71 1323 1 0.030 72 1436 1 0.033 1 •1 92326 2.120 21947 0.045 3 1998 0.046 4 1999 0.046 5 1987 0 046 6 2565 0 059 7 2025 0.046 8 1974 0.045 9 1992 0.046 10 2000 0.046 11 1984 0.046 12 2011 0.046 13 2274 I 0.052 14 2776 0.064 • 15 1 338 0.008 •16 1 11520 1 0.264 17 1 2006 0.046 18 I1517 0.035 19 1566 0.036 20 11748 0.040 21 1991 0.046 p4 P -4 p-5 P-1 p-3 P -4 p-5 p-3 P-4 P-4 p-5 N/A p•1 P-3 p•5 P-4 P -2 p-5 p-2 p-5 p-1 p-3 p-5 p-2 Irl N/A N/A p-2 P-4 p-3 p-5 p.2 843 1247 0.029 804 624 0.014 910 123 0.003 843 538 0.012 844 424 0.010 804 598 0.014 910 1559 0.036 844 1382 0.032 804 632 0.015 804 519 0.012 910 526 1 0.012 1 2820 1 89506 ' 2.055 843 1 1104 1 0.025 844 1 1154 1 0.026 910 1 1089 1 0.025 804 1183 0.027 932 1633 0.037 910 1115 0.026 932 1042 0.024 910 1082 0.025 843 1157 0.027 844 1140 1 0.026 910 1 1101 0.025 932 1342 0.031 843 1933 1 0.044 140 198 0.005 11520 0 1 0.000 932 1074 0.025 804 1 713 0.016 844 1 722 1 0.017 910 1 838 1 0.019 932 1 1059 1 0.024 29 22 1987 0.046 p-1 843 1144 0.026 23 2005 0.046 p-5 910 1095 0.025 24 1993 0.046 p-2 932 1061 0.024 •25 1740 0.040 N/A 550 1190 0.027 Totals: 400234 9.188 180056 220178 5.055 30 tont Wycliffe Pump Station Delivery 11131411203.07.10112111 t1m1t221 Wm jarmu't0ni44 Water 1.1r 263663 karmful 90x 1T Inv 4t INIMhl 7676.31 x.. tamteri6oa 11" low OW [Soutfil 763441 MN IT MV M No thl 2634.77 r44; MH1YInv 0 {Well] 3634.91 Iso Schen 6e: 12' win (EMI 2634.67 7 O3N4n flaw Am,:: 1 39004 hent 1136 Worn boa 1T Inv Out ISOwh) 2613 62 Hum 6ntghnet3 Coefficient 150 Nrdrsulc Otam6at 12 tar ate DMtert Mom" 0M0n NNW 6110,31.0.1 N/A Farmo'35(4104 Neadpu N/A F4mwTi 6m Eaj2 N/A F4rme/29os m A9l .o. 143 MNEslt N/A MN tar NA MN 14 Screen Bet Rpt 25 Sumo OM fall NJA Sure. 90e 24/4 Swan30. to Pi04 10 wet *nu Inn 64/6 Entry Head len IN) End Head tan 111) 00212 00.434 64(5 0 0704 0 0212 0.257912194 0 0124 0 0217 0.011662043 0.0434 0.0212 0 0074710/7 0.0424 Fncfan He4d tau (per 111 0000747252 Opera 2636.43 2636.36 2036.34 2636.04 2636 01 2635.02 2636 CO 2615.96 2635.92 263503 2633.94 31 2649- 2646- 26473 2640- PARL1Ea'; 11%;;I Ghti61 WA! 2637-3 fl -_6.3941 2634- FAn1aE.t .+E='vt;+'f. 03 263 12 it1V 2614 32 .. 2670 !� CJ?" q0 c199t* 12 TOP :655 5. 3+00 3+130 3460 ttr& At 59 GF64 299 CF ) 340 LF Sr PVC o -0.IIS 34904+20 4+50 4+{80 t FFE :RR P. via HOC t 4 VTI+ ^ 4 5+10 54140 5+170 WYCLIFFE PUMP STATION 07-07-2015 I4N-t STAO+74.62 - W PoY:2641.25 ^ PN Pia43477 INV OUi:2634.94 W I a 1 k ' 1 idg 11 —2640 Ir rI w.f hili -2837 .-, STA.2 rI01r2639.T+Itr1T4 I- _ ON 642633.52 P4 —2634 24 LF 12" PVC o 1.POW 1., LF I2` --2631 (ASSURED) 6+00 6+30 6+60 6+190 7420 7+150 --2649 —2646 —2643 DELIVERY 7+80 8-44628 40 0 20 40 80 SCALE IN FEET 40' Ailey Engineering, Inc. Cent Eu IEERINaIPWnwGICAOD 00a11110083 1we to 1040.4011 BMW 0 &074 32 Farmer's Union Canal Headgate #33 Wycliffe Pump Station Existing MH -1 wilit landproDATA 33 P. I 47 WYCLIFFE, CEDARFIELD, GUERBER PARK TRANSMITIQN LINE i AND REDSTONE RANCH PIRR SYSTEM I X Pump Definition Detailed Report: 590 GPM Element Details ID 191 Notes Label 590 GPM Pump Definition Type Pump Definition Type Design Point Design Head 160.00 ft (1 Point) Shutoff Flow 0 gpm Maximum Operating Flow 0 gpm Shutoff Head 0.00 ft Maximum Operating Head 0.00 ft Design Flow 590 gpm Pump Efficiency Hest Motor Efficiency 100.0 % Pump Effidency Efficiency Point BEP Efficiency 100.0 % Is Variable Speed Drive? False HEP Flow 0 gpm Transient (Physical) Inertia (Pump and Motor) 0.000 Ib•ft2Spedflc� 5I=25, US=1280 Speed (Full) 0 rpm Reverse Spin Allowed? True Redstone Ranch PIRR Mode wig 718/2015 Bentley Systems, Inc. Haestad Methods Solution Bentley WaterCAD V81(SELECTseries 3) Center [08 11.03 19) 27 Siemon Company Drive Suite 200 W Page 1 or 2 Watertown, CT 06795 USA +1-203-755-1886 35 225.00 200.00 175.00 150.00 2 125.00 rere X 100.00 75.00 50.00 25.00 0.00 Pump Definition Detailed Report: 590 GPM Graph 0 100 200 300 400 500 600 700 Flow (Bpm) Redstone Ranch PIRR Model vita 7/812015 800 900 1,000 1,100 - 125.0 112.5 100.0 87.5 75.0 62.5 50.0 37.5 25.0 12.5 , 0.0 c c m 3 m Bentley Systems Inc Haestad Methods Solution Bentley WeterCAD V8l (SELECTserles 3) Center [08 11 03 193 27 Stanton Company Onve Sults 200 W Pape 2 of 2 Watertown. CT 08795 USA +1-203-755-1666 36 ID (Th FlexTable: Pipe Table (Redstone Ranch PIRR Model.wtg) Current Time: 0.000 hours 30 P-1 32 P-2 34 P-3 36 P-4 38 P-5 40 P-6 42 P-7 44 P-8 45 P-9 47 P-10 50 P-12 53 P-13 54 P-14 55 P-15 62 P-16 63 P-17 68 P-19 70 P-20 73 P-21 75 P-22 76 P-23 77 P-24 79 P-25 85 P-27 88 P-28 89 P-29 91 P-30 94 P-31 96 P-32 98 P-33 99 P-34 102 P-35 103 P-36 106 P-37 108 P-38 110 P-39 112 P-40 114 P41 116 P-42 119 P43 129 P46 131 P-47 132 P48 134 P49 136 P-50 137 P-51 138 P-52 Label Length (Scaled) Start Node Stop Node Diameter (R) (In) Redstone Ranch PIRR Model.wtg 7/8/2015 686 .3-1 3-2 4.0 393 J-2 1-3 4.0 372 1-3 1-4 4.0 277 3-4 3-5 4.0 669 3-5 3-6 4.0 327 3-6 3-7 4.0 156 3-7 3-8 4.0 399 3-9 3-1 4.0 468 1-9 3-7 4.0 209 1-8 1-10 4.0 279 3-11 1-4 4.0 35 3-12 1-13 4.0 42 1-11 3-13 4.0 297 1-13 3-8 4.0 313 1-17 3-19 4.0 357 3-19 3-18 4.0 252 3-21 3-22 4.0 217 3-22 3-23 4.0 240 3-24 3-25 4.0 264 3-25 3-26 4.0 52 1-20 3-26 4.0 272 1-26 3-21 4.0 244 3-27 3-20 4.0 117 3-30 1-31 4.0 129 1-31 3-33 4.0 117 1-33 3-32 4.0 115 3-32 .3-34 4.0 284 1-35 3-36 4.0 232 3-36 1-37 4.0 234 3-37 3-38 4.0 269 J-38 3-31 4.0 112 3-39 3-40 4.0 211 1-40 3-37 4.0 304 3-41 142 4.0 164 3-43 1-42 4.0 194 3.44 3-32 4.0 167 1-45 3-34 4.0 220 3-46 J-33 4.0 515 1-47 3-30 4.0 80 3-49 1-30 4.0 471 3-27 3-53 6.0 320 3-27 1-57 6.0 271 1-57 3-18 6.0 433 1-18 3-58 6.0 385 1-58 3-59 6.0 305 1-59 3-17 6.0 191 3-17 3.23 6.0 Bentley Systems, Inc. Hawed Methods Solution Bentley WaterCAD V •I (SELECTeeries 3) Center [08 11 03 191 27 Simon Company Drive Suite 200 W Pape 1 oft5 Watertown, CT 06795 USA +1-203.755-1668 37 ti1 FlexTable: Pipe Table (Redstone Ranch PIRR Model.wtg) Current Time: 0.000 hours ID Label Length (Scaled) Start Node Stop Node Diameter (ft)_ (in) 139 P-53 434 1-23 3-24 6.0 141 P-54 259 2-24 3-60 6.0 142 P-55 328 2-60 3-53 6.0 150 P-59 8 1-14 3-9 6.0 151 P-60 22 3-16 3-15 6.0 152 P-61 5 2-62 2-16 8.0 153 P-62 6 3-61 2-62 4.0 154 P-63 6 .1-63 2-61 8.0 163 P-68 23 3-64 3-63 4.0 167 P-70 1,445 J-66 3-16 8.0 172 P-72 99 2-65 3-66 8.0 177 P-74 1,205 3-71 3-65 4.0 178 P-75 15 3-70 3-72 4.0 180 P-77 9 3-53 3-56 6.0 182 P-78 97 2-56 2-73 4.0 183 P-79 5 3-54 3-56 6.0 184 P-80 4 3-65 1-55 6.0 187 P-83 6 3-67 3-30 6.0 188 P-84 73 2-68 3-69 6.0 189 P-85 234 3-66 3-69 6.0 190 P-86 275 3-2 3-10 4.0 193 P-87 12 PMP -3 3-64 4.0 194 P-88 10 R-1 PMP -3 4.0 195 P-89 116 3-34 3-41 4.0 196 P-90 21 2-64 3-63 4.0 198 P-91 9 R-1 PMP -4 4.0 199 P-92 8 PMP -4 3-64 4.0 201 P-93 4 3-15 OR -1 2.0 202 P-94 4 OR -1 1-14 2.0 204 P-95 4 2-55 OR -2 2.0 205 P-96 4 OR -2 2-54 2.0 207 P-97 4 3-68 OR -3 2.0 208 P-98 4 OR -3 3-67 2.0 210 P-99 5 3-71 OR -4 2.0 211 P-100 4 OR -4 3-70 2.0 Material Hazen -Williams Has Check Minor Loss Flow Velocity C Valve? Coefficient (gpm) (Ws) (Local) PVC 150.0 False 0.000 39 1.01 PVC 150.0 False 0.000 24 0.62 PVC 150.0 False 0.000 -1 0.02 PVC 150.0 False 0.000 13 0.34 PVC 150.0 False 0.000 -12 0.31 PVC 150.0 False 0.000 -37 0.95 PVC 150.0 False 0.000 37 0.94 PVC 150.0 False 0.000 64 1.65 PVC 150.0 False 0.000 74 1.89 Bentley Systema, Inc. Haestad Methods Solution Bentley WaterCAD Val (SELECTseriea 3) Redstone Ranch PIRR Model.wtg Center (OQ 11 03 191 7/8/2015 27 Siemon Company Drive Suite 200 W Page 2 of 6 Watertown, CT 06795 USA +1-203755-1666 38 FlexTable: Pipe Table (Redstone Ranch PIRR Model.wtg) Current Time: 0.000 hours Material Hazen -Williams Has Check Minor Loss Flow Velodty C Valve? Coefficient (gpm) (ft/s) (Local) PVC 150.0 False 0.000 10 0.25 PVC 150.0 False 0.000 14 0.36 PVC 150.0 False 0.000 -13 0.33 PVC 150.0 False 0.000 -14 0.36 PVC 150.0 False 0.000 -27 0.69 PVC 150.0 False 0.000 -10 0.25 PVC 150.0 False 0.000 -10 0.25 PVC 150.0 Faise 0.000 5 0.13 PVC 150.0 False 0.000 -20 0.51 PVC 150.0 False 0.000 5 0.14 PVC 150.0 False 0.000 5 0.14 PVC 150.0 False 0.000 25 0.63 PVC 150.0 False 0.000 30 0.77 PVC 150.0 False 0.000 25 0.63 PVC 150.0 False 0.000 110 2.81 PVC 150.0 False 0.000 55 1.41 PVC 150.0 False 0.000 40 1.02 PVC 150.0 False 0.000 40 1.02 PVC 150.0 False D.000 -25 0.64 PVC 150.0 False 0.000 -25 0.64 PVC 150.0 False 0.000 -55 1.40 PVC 150.0 False 0.000 -55 1.40 PVC 150.0 False 0.000 -30 0.77 PVC 150.0 False 0.000 -30 0.77 PVC 150.0 False 0.000 25 0.64 PVC 150.0 False 0.000 -25 0.64 PVC 150.0 False 0.000 0 0.00 PVC 150.0 False 0.000 -15 0.38 PVC 150.0 False 0.000 -15 0.38 PVC 150.0 False 0.000 0 0.0D PVC 150.0 Faise 0.000 0 0.00 PVC 150.0 False 0.000 -97 1.10 PVC 150.0 False 0.000 72 0.82 PVC 150.0 False 0.000 47 0.53 PVC 150.0 False 0.000 37 0.42 PVC 150.0 False 0.000 12 0.14 PVC 150.0 False 0.000 -18 0.20 PVC 150.0 False 0.000 -8 0.09 PVC 150.0 False 0.000 -58 0.66 PVC 150.0 False 0.000 -100 1.13 PVC 150.0 False 0.000 -100 1.13 PVC 150.0 Faise 0.000 139 1.57 PVC 150.0 Faise 0.000 139 1.57 PVC 150.0 False 0.000 590 3.77 Ductile Iron 130.0 False 0.000 590 15.06 PVC 150.0 False 0.000 590 3.77 Bentley Systema Inc. Haestad Methods Solution Bentley WaterCAD VIII (SELECTseriss 3) Redstone Ranch PIRR Model.wtp Center (08 11 03 19) 7/8/2015 27 Slemon Company Drive Suite 200 W Pepe 3 016 Watertown CT 06795 USA +1-203.755-1566 39 FlexTable: Pipe Table (Redstone Ranch PIRR Model.wtg) Current Time: 0.000 hours Material Hazen -Williams Has Check Minor loss Flow Velodty C Valve? Coeflident (gpm) (itis) (tel) Ductile Iron 130.0 False 0.000 289 7.39 PVC 150.0 False 0.000 -451 2.88 PVC 150.0 False 0.000 -341 2.18 PVC 150.0 False 0.000 -145 3.70 PVC 150.0 False 0.000 145 3.70 PVC 150.0 False 0.000 -196 2.23 PVC 150.0 False 0.000 0 0.00 PVC 150.0 False 0.000 196 2.23 PVC 150.0 False 0.000 196 2.23 PVC 150.0 False 0.000 110 1.25 PVC 150.0 False 0.000 -110 1.25 PVC 150.0 False 0.000 110 1.25 PVC 150.0 False 0.000 -10 0.25 Ductile Iron 130.0 False 0.000 294 7.49 Ductile Iran 130.0 False 0.000 294 7.49 PVC 150.0 False 0.000 25 0.64 Ductile Iron 130.0 False 0.000 301 7.67 Ductile Iron 130.0 False 0.000 297 7.57 Ductile Iron 130.0 False 0.000 297 7.57 Ductile Iron 130.0 False 0.000 139 14.15 Ductile Iron 130.0 False 0.000 139 14.15 Ductile Iron 130.0 False 0.000 196 20.06 Ductile Iron 130.0 False 0.000 196 20.06 Ductile Iron 130.0 False 0.000 110 11.24 Ductile Iron 130.0 False 0.000 110 11.24 Ductile Iron 130.0 False 0.000 145 14.81 Ductile Iran 130.0 False 0.000 145 14.81 Headloss Has User Length (User Gradient Defined Length? Defined) (ft/ft) (ft) 0.001 False 0 0.000 False 0 0.000 False 0 0.000 False 0 0.000 False 0 0.001 False 0 0.001 False 0 0.003 False 0 0.003 False 0 0.000 False 0 0.000 False 0 0.000 False 0 0.000 False 0 0.001 False 0 0.000 False 0 0.000 False 0 Bentley Systems. Int, Heeded Methods Solution Bentley WaterCAD V81(SELECTsedes 3) Center (08 11 03 19] 27 Siemon Company Drive Suite 200 W Pape 4 of 6 Watertown. CT 06795 USA +1-203755.1666 Redstone Ranch PIRR Model.wtg 7/6/2016 40 FlexTable: Pipe Table (Redstone Ranch PIRR Model.wtg) Current Time: 0.000 hours Headloss Has User Length (User Gradient Defined Length? Defined) (ft/ft) (R) 0.000 False 0 0.000 False 0 0.000 False 0 0.000 False 0 0.000 False 0 0.001 False 0 0.000 False 0 0.007 False 0 0.002 False 0 0.001 False 0 0.001 False 0 0.000 False 0 0.000 False 0 0.002 False 0 0.002 False 0 0.001 False 0 0.001 Faise 0 0.000 False 0 0.000 False 0 0.000 Faise 0 0.000 False 0 0.000 False 0 0.000 False 0 0.000 False 0 0.001 False 0 0.000 False 0 0.000 False 0 0.000 False 0 0.000 False 0 0.000 False 0 0.000 False 0 0.000 False 0 0.001 False 0 0.001 False 0 0.001 False 0 0.001 False 0 0.005 False 0 0.201 True 7 0.005 False 0 0.054 False 0 0.003 False 0 0.002 False 0 0.011 False 0 0.011 False 0 0.003 False 0 0.000 False 0 Bentley Systems, Inc. Haestad Methods Solution Bentley WaterCAD V61(SELECTsertes 3) Redstone Ranch PIRR Model wtg Center (08 11 03 191 7/8/2015 27 Shaman Company Drive Suite 200 W Page 5 of 6 Watertown, CT 06795 USA +1-203-755-1666 41 FlexTable: Pipe Table (Redstone Ranch PIRR Model.wtg) Current Time: 0.000 hours Headloss Has User Length (User Gradient Defined Length? Defined) (ft/ft) (ft) 0.003 False 0 0.003 False 0 0.001 False 0 0.001 False 0 0.001 False 0 0.000 False 0 0.055 False 0 0.055 False 0 0.000 False 0 0.058 False 0 0.056 False 0 0.056 False 0 0.402 True 3 0.402 True 3 0.768 True 3 0.768 True 3 0.263 True 3 0.263 True 3 0.438 True 3 0.438 True 3 Redstone Ranch PIRR ModeLwtg 7/812015 Bentley Systems Inc Hassled Methods Solution Bentley WaterCAD V81(SELECTseries 3) Center 108 11.03 19j 27 Vernon Company Drive Suite 200 W Page 6 of 6 Watertown, CT 06795 USA +1-203-755-1666 42 FlexTable: Orifice Between Pipes Table (Redstone Ranch PIRR Model.wtg) Current Time: 0.000 hours ID Label Elevation Zone Row (Typical) Pressure Drop (R) (gpm) (TYPir-al) (Psi) 200 OR -1 2,635.40 <None> 139 3.0 203 OR -2 2,590.80 <None> 196 6.1 206 OR -3 2,585.80 <None> 110 1.9 209 OR -4 2,589.70 <None> 145 3.3 Redstone Ranch PIRR Model wtp 71812015 Bentley Systems, Inc. Haested Methods Solution Bentley WaterCAD V8I <SELECTserlos 3) Canter 108 11 03 19j 27 Stamm Company Drive Suite 200 W Pape 1 of 1 Watertown, CT 08795 USA .1-203-755-1588 43 FlexTable: Junction Table (Redstone Ranch PIRR Model.wtg) Current Time: 0.000 hours ID Label Elevation Zone Demand Collection Demand (ft) (gpm) 28 3-1 2,635.10 <None> <Collecdon: 1 items> 25 29 3-2 2,629.20 <None> <Collection: 1 items> 25 31 3-3 2,622.20 <None> <Collection: 1 items> 25 33 1-4 2,628.40 <None> <Collection: 0 items> 0 35 3-5 2,633.70 <None> <Collection: 1 items> 26 37 3-6 2,629.10 <None> <Collection: 1 items> 25 39 3-7 2,632.70 <None> <Collection: 0 Items> 0 41 3-8 2,629.40 <None> <Collection: 0 Items> 0 43 3-9 2,635.40 <None> <Collection: 0 Items> 0 46 1-10 2,627.10 <None> <Collection: 0 items> 0 48 3-11 2,626.10 <None> <Collection: 0 items> 0 51 3-12 2,626.40 <None> <Collection: 1 items> 13 52 3-13 2,626.40 <None> <Collection: 0 items> 0 56 .1-14 2,635.40 <None> <Collection: 0 items> 0 57 3-15 2,635.40 <None> <Collection: 0 items> 0 58 3-16 2,635.40 <None> <Collection: 0 items> 0 59 3-17 2,593.30 <None> <Collection: 0 items> 0 60 3-18 2,591.10 <None> <Collection: 0 items> 0 61 3-19 2,592.20 <None> <Collection: 0 items> 0 64 1-20 2,590.30 <None> <Collection: 0 items> 0 65 3-21 2,591.30 <None> <Collection: 1 items> 25 67 3-22 2,592.40 <None> <Collection: 1 items> 25 69 3-23 2,591.20 <None> <Collecdon: 1 items> 30 71 3-24 2,592.00 <None> <Collection: 1 items> 36 72 3-25 2,592.00 <None> <Collection: 0 items> 0 74 3-26 2,590.30 <None> <Collection: 0 items> 0 78 3-27 2,586.40 <None> <Collection: 0 Items> 0 83 3-30 2,585.80 <None> <Collection: 0 items> 0 84 3.31 2,584.60 <None> <Collection: 0 items> 0 86 3-32 2,582.60 <None> <Collection: 0 items> 0 87 1-33 2,583.00 <None> <Collection: 0 items> 0 90 3-34 2,584.60 <None> <Coliection:0Items> 0 92 3-35 2,582.00 <None> <Collection: 1 items> 25 93 3-36 2,581.00 <None> <Collection: 0 items> 0 95 3-37 2,581.00 <None> <Collection: 0 items> 0 97 3-38 2,584.60 <None> <Collection: 0 items> 0 100 3-39 2,582.50 <None> <Collection: 1 Items> 30 101 3-40 2,582.00 <None> <Collection: 0 items> 0 104 3-41 2,588.40 <None> <Collection: 0 items> 0 105 3-42 2,584.00 <None> <Collection: 0 items> 0 107 3-43 2,582.20 <None> <Collection: 1 items> 25 109 3-44 2,582.60 <None> <Collection: 0 items> 0 111 3-45 2,584.60 <None> <Collection: 1 items> 15 113 3-46 2,583.00 <None> <Collection: 1 items> 15 115 3-47 2,585.40 <None> <Collection: 0 items> 0 118 3-49 2,589.80 <None> <Collection: 0 items> 0 124 3-53 2,590.80 <None> <Collection: 0 iterns> 0 Bentley Systems, Inc. Iiaested Methods Solution Bentley WaterCAD Vet (SELECTsenes 3) Redstone Ranch PIRR Model wtg Center 108 11.03 19) 718/2015 27 Siamon Company Drive Suite 200 W Pape 1 of 3 Watertown, CT 08795 USA +1-203-755.1858 44 FlexTable: Junction Table (Redstone Ranch PIRR Model.wtg) Current Time: 0.000 hours ID Label E3evadon Zone Demand Collection Demand (ft) (gpm) 125 3-54 2,590.80 <None> <Collection: 0 items> 0 126 3-55 2,590.80 <None> <Collection: 0 items> 0 128 3-56 2,590.80 <None> <Collection: 0 Items> 0 130 3-57 2,590.60 <None> <Collection: 1 items> 25 133 3-58 2,589.70 <None> <Collection: 1 items> 25 135 3-59 2,591.50 <None> <Collection: 1 items> 30 140 3-60 2,592.50 <None> <Collection: 0 items> 0 144 3-61 2,635.40 <None> <Collection: 0 items> 0 145 3-62 2,635.40 <None> <Collection: 0 items> 0 147 3.63 2,635.40 <None> <Collection:0lterns> 0 160 3-64 2,635.40 <None> <Collection: 0 items> 0 165 3-65 2,590.80 <None> <Collection: 0 items> 0 166 3-66 2,598.30 <None> <Collection: 0 items> 0 168 3-67 2,585.80 <None> <Collection:0Items> 0 169 3-68 2,585.80 <None> <Coliectlon:0Items> 0 171 3-69 2,585.80 <None> <Collection: 0 Items> 0 173 3-70 2,589.70 <None> <Collection: 0 items> 0 174 3-71 2,589.70 <None> <Collection: 0 items> 0 176 J-72 2,589.70 <None> <Collection: 1 items> 145 181 1-73 2,598.30 <None> <Collection: 0 items> 0 Hydraulic Grade Pressure (ft) (psi) 2,811.08 76.1 2,810.38 78.4 2,810.21 81.3 2,810.21 78.7 2,810.17 76.4 2,810.25 78.4 2,810.56 77.0 2,810.41 78.3 2,812.10 76.5 2,810.40 79.3 2,810.26 79.7 2,810.26 79.5 2,810.26 79.5 2,812.12 76.5 2,821.60 80.6 2,821.64 80.6 2,797.41 88.3 2,797.46 893 2,797.43 88.8 2,797.54 89.7 2,797.35 89.1 2,797.34 88.7 2,797.41 89.2 2,797.53 88.9 2,797.53 88.9 Redstone Ranch PIRR Model wig 7/8/2015 Bentley Systems. Ine Haestad Methods Solution Bentley WatezCAD Val (SELECTseries 3) Center (08 11 03 191 27 Simon Company Drive Suite 200 W Page 2 of 3 Watertown CT 08795 USA +1-203-755-1888 45 FlexTable: Junction Table (Redstone Ranch PIRR Model.wtg) Current Time: 0.000 hours Hydraulic Grade Pressure (ft) (PSI) 2,797.52 89.7 2,797.65 91.4 2,810.75 97.3 2,809.94 97.5 2,809.57 98.2 2,809.70 98.1 2,809.45 97.3 2,808.75 98.1 2,808.88 98.6 2,808.98 98.6 2,809.43 97.3 2,808.78 97.9 2,808.85 98.1 2,809.40 95.6 2,809.26 97.5 2,809.19 98.2 2,809.57 98.2 2,809.42 97.3 2,809.66 98.1 2,810.75 97.5 2,810.75 95.6 2,798.00 89.6 2,798.04 89.7 2,816.79 97.8 2,798.03 89.7 2,797.51 89.5 2,797.40 89.9 2,797.40 89.1 2,797.74 88.8 2,823.07 81.2 2,821.66 80.6 2,823.10 81.2 2,824.32 81.7 2,816.80 97.8 2,816.99 94.6 2,810.75 97.3 2,816.70 99.9 2,816.77 99.9 2,792.66 87.8 2,802,98 92.3 2,792.48 87.7 2,798.03 86.4 Redstone Ranch PURR Model, wig 71812015 Bentley Systems, Inc Haestad Methods Solution Bentley WaterCAD V8l (SELECTseries 3) Center (08 11 03 19] 27 Simon Company Dnve Suite 200 W Page 3 of 3 Watertown, CT 08795 USA +1-203-755.1556 46 eViley Engineering,Inc. CIVIL ENGINEERINGIPLANNINGICADD EXISTING PRESSURE IRRIGATION PUMP STATION FEASIBILITY & UPGRADE REQUIREMENT REPORT FOR: Redstone Ranch Subdivision ADDENDUM #1 07-27-2015 This addendum has been written to provide additional information to the initial feasibility & upgrade requirement report for Redstone Ranch Subdivision stamped on 7/9./2015 by David A. Bailey, P.E. The original report (7/9/15) stated that the Wycliffe Pump Station wet well is 48" in diameter and City of Eagle Pressure Irrigation Standard IV.E.1 requires a minimum 72" diameter wet well. At this time it was unknown if a 48" wet well was adequate for the increased demand of the pump station. A pump supplier, Dan's Pump and Filter, has confirmed that this wet well be adequate for the increased pump station capacity. It is our recommendation that the wet well is monitored throughout the pump station startup process. The water levet in the wet well should be checked when the pump station is at maximum capacity to insure that there is not significant drawdown. -END OF REPORT - 4242 N. Brookside Lane • Boise, Idaho 83714 • Tel.: 208-938-0013 dbailey©baileyengineers.com 47 EXHIBIT "D" aiiey Engineering,Inc. CML ENGINEERINGIPLANNINGICADD PRESSURE IRRIGATION DEMAND CALCULATIONS FOR: Wycliffe Pump Station /A/ LL4DEj CEA1QFiELo PROJECT NO: C2013-028/2014-009 DATE: 4-7-2015 REVISED: 4-28-2015 DEVELOPER: Trilogy Development, Inc 2358 S Titanium Meridian, ID 83642 4242 N. Brookside Lane • Boise, Idaho 83714 • Tel: 208-938-0013 www.baileyengineers.com 48 Wycliffe Pump Station Pressure Irrigation Demand Calculation Report Demand Summary Wycliffe Pump Station is an existing pressure irrigation pump station located just West of Idaho State Highway 55 and South of Echohawk Subdivision No. 4. Wycliffe Pump Station will provide pressurized irrigation to Wycliffe Estates Subdivision, proposed Cedarfield Subdivision and City of Eagle's Guerber Park. Table 1, shown below denotes the currently allotted water rights, and calculated flow rates required by each entity. 'i able 1: N%ycliffc Pump Station Uenutnd Subdivision Water Right Water Shares Average Flow Maximum Flow fgpmii lgpin fgami Wycliffe 60t 0.61' -Farmers 55.45 138.55 Cedarfield 1131' 1.13t -Farmers 112.73 196.45 Guerber Park 1 145.29 16.25 —Boise Valley 100.00 145.00 Total: 1 318.29 268.28 480 Note: Guerber Park's water is allotted by Boise Valley Ditch Company, but delivered through the Farmer's Union Canal. The Guerber Park average and maximum demand flow rate were provided by the City of Eagle. tSubdivision water rights shown after a proposed transfer. As of 4/28/2015 Wycliffe had 0.8 shares (80 gpm) of Farmers Union water and Cedarfield had 0.93 shares of Farmers Union water (93 gpm). The proposed transfer moves 0.20 shares (20 gpm) of Farmers Union water from Wycliffe to Cedarfield. After the transfer, Wycliffe will have 0.60 shares (60 gpm) of Farmers Union water and Cedarfield will have 1.13 shares (113 gpm) of Farmers Union water. Each subdivision will thus have adequate water rights to deliver the average flow rate as determined using the City of Eagle Pressure Irrigation Standards. This proposed transfer is to occur before the water rights are granted to the individual Homeowner's Associations (HOA's). 49 Determination of Pump Station Demand As previously stated, Wycliffe Pump Station will provide pressure irrigation water to Wycliffe Estates Subdivision, Cedarfield Subdivision and Guerber Park. Guerber Park (City of Eagle) The average and maximum demand flow for Guerber Park were provided to Bailey Engineering, Inc. by the City of Eagle. Qave = 100 gpm Qmax = 145 gpm The City of Eagle has 145.29 gpm of water rights available for irrigation of Guerber Park. This exceeds even the maximum demand flow rate. Wycliffe Estates Subdivision Wycliffe Subdivision contains 42 single family lots, 6 common Tots and a landscape berm- 49 tots total. Attached in Appendix A is a spreadsheet detailing individual lots and their assumed irrigable areas. For single family lots, a 5000 sf non -irrigable area was assumed. For common lots, the 5' meandering pathway across the site was taken into account as a non -irrigable surface. The landscape berm adjacent to Idaho State Highway S5 has been included in calculations as a fully irrigable area. Using the approximate irrigable acreage and the lawn requirement of 0.4 in/day, the average irrigation demand was calculated. Calculations for determining the minimum flow requirements for Wycliffe Pump Station were performed in accordance with City of Eagle Pressure Irrigation Standards. Shown below are the variables used in the average and maximum flow determination calculations. Qind= Flow at Individual Lot Qmax= Required Capacity Flow Rate KCo= Coincidence Coefficient Qave= Mean Irrigation Flow Based on a Lawn Requirement 0( 0.4 in/day Cavail= Coefficient of Availability (Ratio of hours in a full week to number of hours per week irrigation water is available) = 1.0— Wycliffe Pump Station operates 'on -demand' and will have continuous access to water from Farmer's Union Canal. n= Number of Lots to be Watered P= Probability of all Lots Irrigating at the Same Time The average demand calculation for Wycliffe Estates Subdivision is shown on the following page. 50 0.4in 0.4in (Irrigable Sq Ft)n (315,426 sq ft) Tti Qave = — ft 24hr 60 min 60 s 24 hr 60 min 60 s day x hr X min x x min = 0.122 cfs = 55.45gpm This average flow rate of 55.45 gpm is less than the proposed water right available to the subdivision of 60 gpm. Using the City of Eagle Standard Irrigation Calculations, the maximum flow rate, or required capacity flow rate can be determined. _ Qave _ 55.45 gpm = P n x Cavail x Qind 49 x 1.0 x 15gpm 0.0754 KCo = 3.0.In x P(1 — P) = 3.0\/49 x 0.0754(1 — 0.0754) = 5.54 Qmax = Cavail + Kco x Qind =55.45 0gpm + 5.54 x 15gpm = 138.55 gpm Cedarfield Subdivision The Cedarfield Subdivision preliminary plat (Gateway Subdivision - 8/28/2015) contains 101 total Tots. In addition to the subdivided lots, the subdivision is required to irrigate the landscape berm adjacent to Idaho State Highway 55 — essentially making 102 Tots. Attached in Appendix A is a spreadsheet detailing individual lots and their assumed irrigable areas. Although vegetation will vary throughout the lots, all irrigable areas receive 0.4 in/day in average demand calculations. Using the approximate irrigable acreage and the lawn requirement of 0.4 in/day, the average irrigation demand was calculated. (Irrigable Sq Ft) 0.4in/ f�' (643,387sq ft) O12in�/((day — ft Qave = 24 hr x 60 minx 60 s 24 hr X 60 minx 60 s = 0.248 cfs min hr min = 112.73gpm This average demand flow of 112.73 gpm is less than the proposed water right of 113 gpm available to the subdivision (see water right transfer information in the 'Demand Summary'). This demand flow rate was determined using the full irrigation lawn requirement of 0.4 in/day for all irrigable areas to insure that the available water right exceeds the average flow demand. Cedarfield Subdivision is atypical, as the subdivision contains Targe common areas that will not require 0.4 in/day of irrigation water, even in the peak irrigation months. The steep hillsides on 51 either side of the subdivision will require Tess irrigation water than the single-family homes in the subdivision. The maximum demand flow rate was determined using the City of Eagle Maximum Demand Flow Rate Equation. = Qave 112.73 gpm P n x Cavait x Qind = _ 102 x 1.0 x 15gpm — 0.0737 KCo = 3.01in x P(1 — P) = 3.04102 x 0.0737(1 -- 0.0737) = 7.92 Qmax = Qave vai j + Kco x Qind = 112.73 Ogpm + 7.92 x 15gpm = 231.53 gpm City of Eagle Pressure Irrigation Requirements require a pump station to be equipped with two (2) main pumps, each capable of providing the maximum demand flow rate. Wycliffe Pump Station was originally designed with a maximum demand flow requirement of 480 gpm. The combined maximum flow rates exceed this original demand flow rate. 145 gpm + 138.55 gpm + 231.53 gpm = 515.08 gpm 515.08 gpm — 480 gpm = 35.08 gpm Each subdivision will be equipped with a flow -control valve to insure that no more than the calculated maximum flow rate will be able to enter each individual pressure irrigation system. These flow control valves will not insure that each entity does not exceed their water right. The flow control valves will limit each entity to their 'share' of the pump station's capacity. The flow control valve for Cedarfield Subdivision will be reduced from the calculated Qmax to insure that the pump station will be able to function as designed. 231.53 gpm — 35.08 gpm = Cedarfield Qmax =196.45 gpm The reduction of the maximum flow at Cedarfield will not inhibit water use to the single-family lots in the subdivision. Of the total irrigable acreage, the steep hillsides and HWY 55 landscape berm account for 237,309 sq ft (36.88%). These areas will be planted with red fescue and will not require the full 0.4 in/day of irrigation water. As previously mentioned, water rights are available to provide 0.4 in/day of irrigation water to all irrigable areas. Attachments Appendix A— Wycliffe Irrigation Area Calculations Appendix B- Cedarfleld Irrigation Area Calculations 52 Wycliffe Pressure Irrigation Calculations 1 1 *Denotes Common Lot Block 1 Block 2 Block 3 4/7/2015' Assume 5000 sf non-irrigable/single family lot Lot Sq Footage Acreage Irrigable Sq Ft Irrigable Acreage 1 8922 0.20 3922 0.09 2 8540 0.20 3540 0.08 3 8540 0.20 3540 0.08 4 8540 10.20 3540 0.08 5 8597 0.20 3597 0.08 6 8376 1 0.19 3376 0.08 7 8066 0.19 3066 0.07 *8 1657 0.04 1277 0.03 9 8003 0.18 3003 0.07 10 8008 0.18 3008 0.07 11 8008 0.18 3008 0.07 12 1 8078 0.19 3078 0.07 13 8974 0.21 3974 0.09 1 9248 0.21 4248 2 8219 0.19 3219 0.10 0.07 1 8568 0.20 3568 0.08 2 8610 0.20 3610 1 0.08 3 8627 0.20 3627 1 0.08 4 8847 0.20 3847 1 0.09 5 8250 0.19 3250 0.07 *6 1 55028 1.26 50628 1.16 7 1 8250 0.19 3250 0.07 8 1 8616 0.20 3616 0.08 9 10527 0.24 5527 0.13 10 9293 0.21 4293 0.10 11 8267 0.19 3267 0.08 12 9130 0.21 4130 0.09 13 8755 0.20 3755 0.09 14 8754 0.20 3754 0.09 15 8754 0.20 3754 0.09 16 8471 0.19 3471 0.08 17 11142 0.26 6142 0.14 *18 3059 0.07 792 0.02 *19 24653 0.57 23253 0.53 20 11128 0.26 6128 I 0.14 21 13173 0.30 8173 1 0.19 *22 48638 1 1.12 46178 1 1.06 1 1 1 53 } Block 4 1 11463 0.26 6463 0.15 *2 2339 0.05 1759 0.04 3 10658 0.24 5658 0.13 4 10350 0.24 5350 0.12 5 I 10580 0.24 5580 0.13 6 + 10576 0.24 5576 0.13 7 1 10174 0.23 5174 0.12 8 10112 0.23 5112 0.12 9 1 10007 0.23 5007 0.11 10 10075 0.23 5075 0.12 11 11045 0.25 1 6045 0.14 HWY 55 Berm 11218 0.26 1 11218 0.26 Total Acreage: 12.33 Irrigable Acreage: 7.24 Irrigable Sq Ft: 315426 54 ...,...,3r. ,...ii. ......r.:41,:tma•:,:..., .......= • .....,v, ,.... ;„, - ..• _.... -. wycLIFFE ESTATES 7 , 0 S, r il 2P. P .• • ,: ••,, - 1'3,1ra. r; e r; $:.• 6 ,.:, It 141 1 -. , ,t„ SUBDIVISION :,..ii—l.....:" j*s.-,4. ir,.,,!,,: n: '7-li • .•••• • .. • •.• • . •- • 4 • k .._....,..,.., .7.....„ ... ..,..., .... ,, ... „.. • 4_, 4, . 1 i 1,;--..-7.....1 ; • vo, I . i OA, !. , ..,,n•n--i. s 1, 0 ,-...:4.7,6-1/4-•"•!..-j-.'..414 F' '!'' !I - 1.0 -.• :L__—,.. ...' , -77:: - : ; ..- ...."4 j.....„2.i.-.0—,.-,J.--.T.--17.-., y.,..:Artt••• ,••• --.4. ' • — • • ....r n' • -f-•• ...... ..., ,,,,,, 11 •-• ir...•••:••' 1 , I I -,• i 1 ill. 1 I'. 72r. • . I: - I <-Z! • .1 • -::..--4,...,.- .., .,. . . t: , t'.: ,... 1.-:' f i...' i• 1 •- • •/„.. - - ! I -,1•ii,‘ 1..... v. ; 1 ' - -.'- r.la'•••••." .1: ••••••• NO *V...., -". jt:'. J.':-. . . .....*..'::/..7.'.;* 1. '177%. .:. ..?., ::( " ' ' il • • . i; iII' ;.1.! . If ..,' ri, il 'F•-• Is! L ..,..1'..:-..:,..- •ii..„,,,i,,..L.,-. — . -4-..-•,.......'.',*"'"' .:!.:', -. :, _ .:, .1. '... -.• l'',,.:,,41.:,...;,..'41:_7..;.:,,,..' ,-,:: ..i' .: :....7.1;?"\‘':', rz::.„.....,euit1.1=----.....-T. :,? /J ..,, ...e‘, . . 2.-7 • -...,, - -7-,„, - --..... i 4, • /.=.4-..r.:x . • i • t.I 1 ll # 't - 17 11 t ....m•••••••••••4•••••••••1 •••;1,-z., , f ••• • • r••• 74 .7. 7.7.C.:2. MI -.Q 16.... IN,- ..•••• 4 ..e•trb. " 1••••.•.1•••• rwic Lorrc_src....s_g_u R T vloono t...- ...1...rjh 1..$ 0.1 e e% L.. a...0 55 4/6/2015 Cedarfieldt Irrigation Calculations ttot & block numbers used in calculations have been taken from the preliminary plat of 'Gateway Subdivision' stamped 8/28/2014. Although the name of the subdivision has changed, no major changes have been made to the subdivision layout. Block 1 *Denotes Common Lot Assume 40% of standard single-family Tots are irrigable- Based on City of Eagle setbacks, average home sizes, garage sizes, driveway length & non -irrigable features (pathways, etc.) Lot Sq Ft Acreage Irrigable Sq Ft *1 32922 0.76 32922 2 6653 0.15 2661 3 5460 0.13 2184 4 5815 0.13 2326 5 5000 0.11 2000 6 I 5000 0.11 2000 7 5000 0.11 2000 8 6040 0.14 2416 9 9963 0.23 3985 10 8666 0.20 3466 11 5651 1 0.13 2260 12 5095 0.12 1 2038 13 5095 0.12 1 2038 *14 2291 0.05 1 1491 15 5094 0.12 2038 16 1 5094 0.12 2038 17 5094 0.12 2038 18 5608 0.13 2243 19 5941 0.14 2376 20 5057 I 0.12 2023 21 5471 1 0.13 1 2188 22 1 5364 1 0.12 1 2146 23 1 5000 0.11 2000 24 1 5000 0.11 2000 25 5000 0.11 2000 26 5428 1 0.12 2171 27 5071 0.12 2028 28 5000 0.11 2000 29 5000 0.11 2000 30 5000 1 0.11 2000 31 1 5790 1 0.13 2316 32 1 5940 10.14 2376 33 f 5910 ( 0.14 2364 Irrigable Acreage 0.76 0.06 0.05 0.05 0.05 0.05 0.05 0.06 0.09 0.08 0.05 0.05 0.05 0.03 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 1 1 1 1 56 Block 2 Block 3 1 1 1 1 1 34 35 36 37 38 39 40 41 42 43 44 45 '46 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 i 1 5719 5000 5000 5151 5459 5435 5091 5100 5057 5068 5073 7181 109914 5964 5000 5000 5000 5000 5000 5668 5868 5000 5000 5000 5000 5000 6647 6018 5000 5000 5082 5590 8136 5644 5320 5000 5200 6003 6803 5200 5000 5200 5000 5000 6518 7937 5000 0.13 0.11 0.11 0.12 0.13 0.12 0.12 0.12 0.12 0.12 0.12 0.16 2.52 0.14 0.11 0.11 0.11 0.11 0.11 0.13 0.13 0.11 0.11 0.11 0.11 0.11 0.15 0.14 0.11 0.11 0.12 0.13 0.19 0.13 0.12 0.11 0.12 0.14 0.16 0.12 0.11 0.12 0.11 0.11 0.15 0.18 0.11 1 1 1 2288 0.05 2000 0.05 2000 0.05 2060 0.05 2184 0.05 2174 0.05 2036 0.05 2040 0.05 2023 0.05 2027 0.05 2029 0.05 2872 0.07 109914 1 2.52 2386 I 0.05 2000 0.05 2000 0.05 2000 0.05 2000 0.05 2000 0.05 2267 0.05 2347 0.05 2000 0.05 2000 0.05 2000 0.05 2000 0.05 2000 0.05 2659 0.06 2407 0.06 2000 0.05 2000 0.05 2033 0.05 2236 0.05 3254 0.07 2258 0.05 2128 0.05 2000 0.05 2080 0.05 2401 0.06 2721 1 0.06 2080 0.05 2000 0.05 2080 0.05 2000 0.05 2000 0.05 2607 0.06 3175 I 0.07 2000 1 0.05 i i I I II I 57 21 5000 0.11 22 5000 0.11 23 5000 0.11 24 5000 0.11 25 1 5959 0.14 Block 4 1 N 7480 0.17 2 5000 0.11 1 3 5000 0.11 1 4 5904 0.14 *5 1 15201 0.35 Block 5 1 1 6046 0.14 2 5000 0.11 3 5000 0.11 4 5000 0.11 5 5000 0.11 6 5000 0.11 7 5000 0.11 8 5000 0.11 1 9 5000 0.11 *10 9482 0.22 Block 6 *1 179056 4.11 2000 2000 2000 2000 2384 2992 2000 2000 2362 14151 2418 2000 2000 2000 2000 2000 2000 2000 2000 9482 172226 1 0.05 0.05 0.05 0.05 0.05 0.07 0.05 0.05 0.05 0.32 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.22 3.95 HWY 55 Berm 94473 2.17 1 94473 1 2.17 Total: 14.77 acres 643387 sq ft 1 58 t i 41: ,L;r.., -,:fr-?, ....,)=- -- 7',,,,, riti.14,11T*Pfli!•1:ytt:i!. utitit,l&r.i.! ilirf.• - . ilrh v.itra, s•?..1:.:1. ...- , -- - Ink ii -1--711.11 . 1.1 .,.. s,..i j...11; t i ?:[. ' 1 i • 4. • -I !.t.i 1 -,: 1 sq_ 7 tI ii , liriiii,:r'L. /41 iTr''' ''T• rrr. ! ) [ • .-"' / j iiii#2 11 t• .13 Rg. Oat, :r. I itt! •t, t' ‘.%;..r.1 - ;,/, .._. t ..., r• . , .•,--::::-...-7:::7::----.. , .........„ . "*. '•:. '.i4 ,'.!: • \ "• '----• '1 "' 1;- --.'',I Qi '' [ • ..I. • ',,-A,.•'Ik 1 .. • • .17. ,,,,,, %,(•:,,,,,,,......g.........:,.,........:::_r lA 0:!! C.' 0iti. G; >•',741 __:.: 9:i ''1': 1 I 1 i : —,........_ ,.........--- : .._,..... ......1 •1 ( .1re ........./. , . I' _ 7:s-7-- ----Yr •••• I'''‘;'•1 ----.'" .1 E;;. t'il it''•fi r,Ir: •1 pi i r ..,•1 • k't 11 -4 $ ' .1' ' 1 ; '„,----- •"•:•if; q i .! '81 •,... ,ii 4Ft • , . • . , 0, 3..; , C., i e, r. k,..t C) O' = \ , i 7rj. T\ Rit !..N:. .....,•••.-.1::::..._..,..... ...........•,,,, _.....1k1 ''' ...,-.. t .e• .., . 1 • ! 'i ! ): ' i I .1 ,- • I ',1 ' ...' •:•-• i , ' '. ), -, !*1- - • t : / • , ;t1 . , I i 1 I r y • r I I 1 • I I 1. 1 • , • r it:14 .11([, xvirr (pi hit “1 it 01 • ,• • • r • r 11i\ii:tz'ti 1 1iL.. r►r,\rr. 1 LEGEND: City Owned Ttl $W calor Use - NyCIRc Sarin Me t amil.at Service Let Carew Park Semite Liar - Reclaim Sentra. Like -nom Of COW Lire t art EXHIBIT "E" - CONCEPT PLAN o••,'E'.if'i.t i':v ('%l F(I Ire"ii C. D.UUtJELD `• LOT m:ierirk C kit Ctr<�ts+ ktlth.l.9 60 EXHIBIT "F" SHARED PI AGREEMENT CITY OF EAGLE, WYCLIFFE, CEDARFIELD, REDSTONE COST ALLOCATION TOTAL ACREAGE Lot Owner Parcel ID Acres WyCliffe S0510131550 13.865 S0510427850 1.009 Total WyCliffe 14.874 23.2% Cedarfield S0510427365 1.083 R7467270100 3.009 S0510427835 2.539 S0510427375 17.37 Total Cedarfield 24.001 37.4% Redstone S0510438455 1 10.06 Total Redstone 10.06 15.7% City (Guerber) 50510314802 5.88 S0510314801 4.62 R1383560010 0.399 R6936003716 0.379 R6936003709 2.077 R6936003708 1.846 Total City (Guerber) 15.201 23.7% Total Acreage 64.136 Source for Parcel ID and Acreage: Ada County Assessor Records 61 EXHIBIT "G" 1't YEAR OPERATION COSTS ITEM OPERATOR LABOR 1 POWER 1 SUBTOTAL: 1 ADMINISTRATIVE COSTS: 1 TOTAL COSTS: OWNER Wycliffe Cedarfield Redstone City (Guerber) COST $5,000.00 $I,500.00 $6,500.00 $1,000.00 S7,500.00 COST BREAKDOWN (IN ACCORDANCE WITH AGREEMENT) PERCENTAGE (TOTAL ACRES) 23.2% 37.4% 15.7% 23.7% COST SHARE $1,740.00 $2,805.00 $1,177.50 $ 1,777.50 $7,500.00 62 Exhibit "H" Water Shares Boise Valley Irrigation Ditch Co. Certificate No. 03506 — City of Eagle Boise Valley Irrigation Ditch Co. Certificate No. 03241 — City of Eagle Boise Valley Irrigation Ditch Co. Certificate No. 03518 — Corey Barton Homes, Inc. Boise Valley Irrigation Ditch Co. Certificate No. 03526 — Eagle Legacy, LLC Farmers' Union Ditch Co., Ltd. Certificate No. 3048 — Corey Barton Homes, Inc. 63 INCORPORATED UNDER THEii.AWS OF THE STATEOF IDAHO 'ereAgr4Kii41:v t I 03506 LtH1 414-414..4a44amaa tr 1 'NV 11 - • r a 4, Oa _ r4". llnit bonse Vaey !Irrigation pith Co. REINCORPORATED MARCH 17, 1933 CAPITAL STOCK $30,000.00 er- �W. C) 1D. 0 owd,oAfereafria o Boise Wiley Irrigation Ditch Co. 40r2Wit,:iterelte:/0,046V/Z/1440/646/4 /oyv9w4fr 1)-40b) - fitori,o,7**-/o/ziAit eleowd effiwoe-/erl,o,/,greev/eieeare/e09v,4eri„(,,,em-/-aaei/ • IN WITH E55 WHEREOF,A44ae 41444/14Yeae-d" Aelt7,/eo.7eaer4ettoaedifieiftfeleAaled7,-44e7izeai Fam4e4Wees,z, • :lie 41606, e ed. • / , L. -.1i ....".aqgt‘e.,::.,`.: -,-....,'n. •-•••••..c • ..1.1 :AI .....i.,,,?„,7., - .,g 1- • ..• • • pre.p.:,' .^.0•:::'..k.": , ,I. • 0...r.--. I. •••,!1,,, -;..1•1},1,... -Pt ... !..., • ei ‘,.... 41 :PfrAiki-irlIrfettr Pre,11.-71. .,•,. : • .,•-.3,,,• %.. -....., ,I,r, -;,,,,,,.....,,„ ....,,o.,....„.•,..,,. .. . --„:. •,i,,.c.2..... . ,.• i...,44......, ):' . ' 1 ''''...tr. ..0,.. r • , ::-r- .4:17% ..A. -„,?......,2-g.;.-*"_ "..7A,,z,..-:...t.• -.'•!;,i.:',.•:, - -t*-- -AL. , ::,04'. PRESIDENT t -j% f•'..;, 6 (e, ..7•••-y/' 7)62 2e ;•-.%,{ • z; ../".2, / /.#//: '420 •',..2?-',;?- ., U/„i fy.L.,,,,,/ -',, ;-;,'..;-/ 2,J,Kie;/•;.' i•e-1...2 ,r;i1;:',e;j7 (4.1 ,:•”; c •.v I 4/2- ‘ :7:--../ ;.4c' ,i1„fv. ei,•?,24 2 rei,23-,-- - ---- • •-• — ...__,.: ___ __ _____. ___ ..... _ -.;7e,;;;;•;;. • >4, • ,/1 Mi,:,•! • ..•••:, • „ ,•• •••• • - ,•••/' o'••• • Jr•oik.:47 • —V. -Op rn •••••.••• ..: •ra • 4...-.., Yq\"'-*.x„,--..-._ , '7,. ,. -----..... ... i„ , - _ 7, _ -----.1, •:,.: '7:7... ;47.11 ' ' '..•''':eiN'7,-,Lt.. :__ - ' --ill ----- ----- Ve#1044: 7 a • 7 • ••• •„, •••, • 65 6144,-',446:- j1� e rr Boise Valley Irrigation Diich'Co. 4 rS ,..074 o4/ oo4, it ar gota/10,1r/, 47.4 o c�'�'; r � � ]l.YY _7-S1. �..,WiLVi'�f`S �k'! 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'7 • • I i it -1 .(;.• 1.;i5f./. - 'I IA Z y 4 ..•,..Yle•osr.",;•/1•::', re, ?e,e,lif,df 4p?:/7 • " if • --- • C / • 'nks,o ;i*mx:4,z4 87 OEIDAHO- 17....., ''''''---..„,„ _ . -:•-ti:,.,r..... ,----,,--- 1..77,._.- .,,•--- -. •-.--- ..:-...-'''.7 ."-- - l'"•:::%s--1,--,-*•:-•,,-'4-k , rili'411:7. --, • -'''.1--;--'-1-4r-::-•. • . • -4.7.-....-e-:-.ri- c. - - .K -- -----'..---- ‘"t•*-7-••• ••••-'-'•• - ' .-',., ••••••---",',7,- 1!.. ---. •fite1,7,..,... . t....,......,,. t.._ . . :..i .;-_,, ,..6.;.. , -•,-._..-;•!_:', - , • ,,,. i.,..s7.,•';',3„ ".• : - ,,..., f.•• --.-r, '.--;• .7` ' J. • .1- • N.4 -'1'''..p.1.7 ...,--• 0 ..k. . ' _ i•.c.,- •:•'' • . - 104 glo " • . 116Y-TerigatitirlA)itith. CO; -7 _ --REINCORPORATED Mkrcti170 933. -"*"'" ' '5=. — • CAPITAL—STOCKFUVW6.00 ' • - • t_ - C nc_ 1\1/43, .,.. !.., . ()CI \\O(NrAec-))..If\c.,.. --N.--, , 7 • et csA °O\\pc., --------..---.1hrir.' orti .7C);07(.7/10d1.=?...1 .. Boise Valley Irrigation Ditch Co. 0/77;ele '7.6r ..--iX. et e - t hi -w, ,/,/ /X , ; , h'i/e-;')•:4;4/7.,(/' t i /. . i9.../e.w.. fii•-/c;/..e://h;mfy i 06 w J te ',Yew e/et. ct:a7i.i..eiqi4.4.6(h.?0 .;#%i4 . e/ "raw./ eet ,IN WITNESS WHEREOF., gr,,Jeze:dg /law.. eo. .m. iojectraed;0416e,VOcriletrk:4A..des,,,ed .47,-.4_,Yer/v:. artMoxfied• fre,Vcrilc4e:4T6eiXevtiX 'le -i- , hivertian? ixed dax o/ fl. 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Ire til •:. .: YY::3r , _a •, ?;rt ' ir[�'w(.iiy iii 7 ,:zC •� y a 69 ab 03526 REINCORPORATED MARCH 17, 1933 CAPITAL STOCK $30,000.00 r t • 1.• f; t.eal -1,,rael.u.s )i LLC, S liiin4K/Wik4C/i/Yeeel I Baise Valley irrigation Ditch Co. .0`6:,./Pel/44;tX/A m*./A&//t vy/!e> fryirry4,6-,z7-4% .,f:././nmeit:rOom:;;:iteireitaiv:ryWIWP';:whypferekAny;e.*.ezirnixitei-Z- I WITNFSS 1VREREOF... 0'1;167/7/39;ortith,2A74!Wit.ii."(440,.iY4hArikkAf';41/Arelf t6e7-/-4the/V:Alefiple"Zs,ICC/- AVA`ZaWal...: r'ZI(10 (:),7;Ote-f4.9i'ivr. erit 6eflernir,V*,444;6?‘' /tar 7 Mr; )4/ rre:74,0 ed CAM:AMU:II L:WU TOE LAWS OF TIL STATE OF IDAHO CAPITAL STOCK S50,000.110 .0 areet •Barfax.L..iy.'22/7/E-s,..dec, (;) #e ww' r' era. O'D • r r/Wr`(:)9//77:r. rire Farmers' Union Ditch Co., Ltd. ,47//4,70 rift(' PN 101'fiq 10-(4e't.atiN7Ar,,/7 ,4•A, Awfw N rxirw if/7mm-4 r/s4r--(5ivs04(64,,,tyie,# eilrA/de(/ IN WITNESS WHEREOF, i0'• ()wit -6.44(0771;4 AV Y1 'e(//% e.:44(rA A • dtip/evi id) rhy/lot,"reri eketd ime rlireyieiro4 /11?: 1//4 e•eti rICV/54 . 4e, e •:-As‘ga; .??M.W41N-Vg47"7 ,17,1\-r Fry,