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Home My WebLink About250006-Mirandesa PI Report PRESSURE IRRIGATION DESIGN Project: Mirandesa Subdivision and Farmway Crossing Subdivision Service Area: The 86.9 acres of Farmway Crossing Subdivision and Mirandesa Subdivision are located within Lot 4 Section 4 and Lot 1 Section 5, Township 3 North, Range 3 West, Boise Meridian, Canyon County Idaho. Summary: The purpose of this report is to determine pump station capacity and mainline pipe sizing through hydraulic analysis for the above service area. This report serves to summarize the design of the full buildout of the above service area. All pipes in this model are designed with a maximum pipe velocity of 5ft/s. All nodes in this model are designed to be between 50 and 85 psi. The parcels south of both Farmway Crossing Subdivision and Mirandesa Subdivision are not part of the design of this pump station. Pump Station Demand: The Mirandesa Subdivision is a multiuse development. The northwest ±3.4 acres is proposed to be commercial and ±19.9 acres is to be residential. Farmway Crossing Subdivision is to be single family residential. The pump station is designed for a total demand of 1 miners inch per acre or 9gpm/acre. Project Phase Irrigable Acres (AC) Area (AC) Water Right (GPM) Assumed 1 in/AC Farmway Crossing ±32.8 ±44.49 400 Mirandesa ±31.2 ±42.37 382 TOTAL ±64 ±86.86 783 Pump Station Design Components: The following needs review and approval from CMID and their approved contractor prior to purchase or construction. The pump station will consist of the following: Design supply of +/- 898 GPM at 165 feet of head (approximately 9 GPM/AC of 87 AC + 40 GPM for the CW screen, and 66 GPM for Amiad filter) Clemons Clearwater self-cleaning screen Model CW-800, 12-mesh AMIAD filter with 30% more capacity than the design demand. Therefore 1 AMIAD SAF-3000 IOM filter is proposed. With a total capacity of 1170 gpm A Siemens Sitrans mag flow meter to be installed on the discharge line. The pipe manifold needs to be 8”. Pipe velocities for 898 GPM will be 4.35ft/s. Gravity irrigation supply line of 12” pipe at a uniform slope of 0.5%. This provides a maximum supply of 1634 GPM. Overflow will discharge into 12” main running south to north through the center of the subdivision which will then discharge to the existing irrigation standpipe at the northwest corner into the Bardsley Gulch Drain. City of Caldwell APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with the City of Caldwell specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, orders of decisions, development agreements, or specifications. Inconsistencies not isolated by City staff shall not be construed as approved unless specifically addressed as a variance and granted by City Council as a variance. The City retains the right to enforce provisions of said document and policies even if inconsistencies are not noted by the City. Any revisions of these approved plans will require a resubmittal for a full review and approval. Name:Martin Gergen Appendices: A. Site Vicinity Map / Pressure Irrigation Layout B. Pipe Calculations C. Junction Calculations Appendix A – Site Map R/W R/W R/W R/W R/W IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS EPEP IS IS ISISISISIS IS ISISIS ISISIS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS ISIS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS ISISIS PI PI PI PI PI PI PI PI PI PI PI P-1 PUMP PIPE J-1 J-2J-3 J-4 J-5J-6 J-7 J-8 J-9 J-11 J-12 J-13 J-14 J-15 J-10 J-16J-17J-18 J-19 J-20 J-21 J-22 J-23 J-24 J-25J-26 J-27 J-28 J-29 J-30 J-31 J-32 J-33 J-34 J-35 J-36 J-37 J-38 J-39 J-40 J-41 J-42 J-43 J-44 J-45 J-46 J-47 J-48 J-49 P-2 P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-11 P-12 P-10 P-13 P-14 P-15 P-16P-17 P-18 P-19 P-20 P-21 P-22 P-23 P-24 P-25 P-26 P-27 P-28 P-29 P-30 P-31 P-32 P-33 P-34 P-35 P-36 P-37P-38 P-39 P-40 P-41 P-42 P-43 P-44 P-50 P-46 P-47 P-48 P-49 P-45 P-51 P-52 P-53 P-54 P-55 Upland Engineers INFO@UPLANDENGINEERS.COM DATE:PROJECT #:2025/10/31 250006 0 100 200 400 FARMWAY CROSSING SUBDIVISION / MIRANDESA SUBDIVISION PRESSURE IRRIGATION REPORT EXHIBIT USTICK ROAD FA R M W A Y R O A D FARMWAY CROSSING SUBDIVISION ±44.49 ACRES MIRANDESA SUBDIVISION ±42.37 ACRES Appendix B – Pipe Calculations FlexTable: Pipe Table Label Length (Scaled) (ft) Start Node Stop Node Diameter (in) Material Flow (gpm) Velocity (ft/s) P-1 161 J-1 J-2 6.0 PVC 427 4.85 P-2 157 J-2 J-3 6.0 PVC 243 2.76 P-3 181 J-3 J-4 6.0 PVC 93 1.05 P-4 83 J-4 J-5 6.0 PVC 79 0.90 P-5 185 J-5 J-6 6.0 PVC 79 0.90 P-6 85 J-6 J-7 6.0 PVC 75 0.85 P-7 398 J-7 J-8 6.0 PVC 58 0.66 P-8 300 J-9 J-8 6.0 PVC 58 0.66 P-9 216 J-3 J-9 6.0 PVC 134 1.52 P-10 60 J-1 J-10 6.0 PVC 322 3.66 P-11 113 J-10 J-11 6.0 PVC 322 3.66 P-12 35 J-11 J-12 6.0 PVC 322 3.66 P-13 112 J-12 J-13 6.0 PVC 77 0.87 P-14 405 J-13 J-14 6.0 PVC 45 0.51 P-15 94 J-14 J-15 6.0 PVC 7 0.08 P-16 43 J-17 J-16 6.0 PVC 75 0.85 P-17 242 J-18 J-17 6.0 PVC 83 0.94 P-18 205 J-2 J-18 6.0 PVC 184 2.09 P-19 611 J-18 J-19 6.0 PVC 77 0.88 P-20 239 J-20 J-19 6.0 PVC 20 0.22 P-21 89 J-21 J-20 6.0 PVC 27 0.30 P-22 493 J-22 J-21 6.0 PVC 51 0.57 P-23 41 J-16 J-22 6.0 PVC 75 0.85 P-24 361 J-19 J-23 6.0 PVC 63 0.71 P-25 395 J-9 J-23 6.0 PVC 64 0.72 P-26 185 J-23 J-24 6.0 PVC 101 1.15 P-27 63 J-24 J-25 6.0 PVC 97 1.10 P-28 50 J-25 J-26 6.0 PVC 97 1.10 P-29 403 J-8 J-26 6.0 PVC 94 1.06 P-30 444 J-26 J-27 6.0 PVC 175 1.99 P-31 707 J-12 J-28 6.0 PVC 226 2.57 P-32 117 J-28 J-29 6.0 PVC 127 1.44 P-33 490 J-29 J-30 6.0 PVC 83 0.95 P-34 127 J-31 J-30 6.0 PVC 21 0.24 P-35 82 J-48 J-31 6.0 PVC 28 0.31 P-36 293 J-27 J-48 6.0 PVC 76 0.86 P-37 605 J-27 J-32 6.0 PVC 69 0.78 P-38 273 J-32 J-33 6.0 PVC 41 0.47 P-39 104 J-33 J-34 6.0 PVC 32 0.36 P-40 322 J-34 J-35 6.0 PVC 18 0.21 P-41 105 J-35 J-36 6.0 PVC 7 0.08 P-42 533 J-37 J-36 6.0 PVC 19 0.22 P-43 159 J-38 J-37 6.0 PVC 59 0.66 P-44 290 J-30 J-38 6.0 PVC 59 0.66 P-45 120 J-37 J-39 6.0 PVC 15 0.17 P-46 345 J-40 J-39 6.0 PVC 64 0.72 P-47 116 J-41 J-40 6.0 PVC 80 0.91 P-48 428 J-42 J-41 6.0 PVC 80 0.91 P-49 281 J-28 J-42 6.0 PVC 80 0.91 P-50 149 J-39 J-43 6.0 PVC 62 0.70 P-51 459 J-43 J-44 6.0 PVC 47 0.54 P-52 81 J-44 J-45 6.0 PVC 30 0.34 P-53 313 J-45 J-46 6.0 PVC 27 0.30 P-54 240 J-46 J-47 6.0 PVC 13 0.15 P-55 606 J-48 J-49 6.0 PVC 21 0.24 P-56 28 PMP-1 PS 8.0 PVC 577 3.68 P-57 28 T-1 PMP-1 8.0 PVC 577 3.68 P-58 25 PMP-2 PS 6.0 PVC 173 1.96 P-59 26 T-1 PMP-2 6.0 PVC 173 1.96 Pump Pipe 103 PS J-1 8.0 PVC 749 4.78 250006-PI MODEL 2026-1-22.wtg Bentley Systems, Inc. Haestad Methods Solution Center WaterCAD [24.00.02.20] 1/22/2026 76 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 Page 1 of 1 Appendix C – Junction Calculations FlexTable: Junction Table Label Elevation (ft) Demand (gpm) Hydraulic Grade (ft) Pressure (psi) J-1 2,457.66 0 2,605.97 64 J-2 2,459.10 0 2,604.07 63 J-3 2,460.49 16 2,603.42 62 J-4 2,461.47 13 2,603.29 61 J-5 2,461.91 0 2,603.25 61 J-6 2,462.97 4 2,603.12 61 J-7 2,463.37 17 2,603.07 60 J-8 2,465.50 22 2,602.92 59 J-9 2,461.20 12 2,603.03 61 J-10 2,457.31 0 2,605.42 64 J-11 2,457.68 0 2,604.39 63 J-12 2,457.85 19 2,604.08 63 J-13 2,458.98 31 2,604.00 63 J-14 2,461.00 38 2,603.91 62 J-15 2,463.36 7 2,603.91 61 J-16 2,461.63 0 2,603.21 61 J-17 2,461.44 8 2,603.23 61 J-18 2,460.00 24 2,603.41 62 J-19 2,462.68 34 2,603.02 61 J-20 2,463.87 7 2,603.03 60 J-21 2,464.24 24 2,603.04 60 J-22 2,461.89 24 2,603.18 61 J-23 2,461.86 25 2,602.85 61 J-24 2,462.48 5 2,602.66 61 J-25 2,463.43 0 2,602.60 60 J-26 2,464.45 15 2,602.55 60 J-27 2,464.61 31 2,601.23 59 J-28 2,457.26 19 2,601.51 62 J-29 2,455.86 43 2,601.36 63 J-30 2,459.27 46 2,601.08 61 J-31 2,461.58 6 2,601.09 60 J-32 2,464.95 27 2,600.99 59 J-33 2,466.18 9 2,600.95 58 J-34 2,465.79 14 2,600.94 58 J-35 2,464.19 12 2,600.93 59 J-36 2,463.73 26 2,600.93 59 J-37 2,460.60 24 2,600.95 61 J-38 2,457.23 0 2,601.00 62 J-39 2,461.79 17 2,600.95 60 J-40 2,465.85 17 2,601.07 59 J-41 2,467.51 0 2,601.13 58 J-42 2,457.33 0 2,601.36 62 J-43 2,463.26 15 2,600.90 60 J-44 2,468.73 18 2,600.80 57 J-45 2,470.00 3 2,600.80 57 J-46 2,473.18 13 2,600.78 55 J-47 2,475.65 13 2,600.77 54 J-48 2,462.65 27 2,601.09 60 J-49 2,466.79 21 2,601.07 58 PS 2,458.10 0 2,606.81 64 250006-PI MODEL 2026-1-22.wtg Bentley Systems, Inc. Haestad Methods Solution Center WaterCAD [24.00.02.20] 1/22/2026 76 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 Page 1 of 1 Appendix C – Junction Calculations D - Dan's Pumps Quote Dan's Pump and Filter, LLC. P.O. Box 370 +12085856345 ADDRESS Zane Cradic upland engineers Estimate 2117 DATE 01/30/2026 EXPIRATION DATE 07/30/2026 JOB NAME Mirendesa ACTIVITY QTY RATE AMOUNT 6' Vault Cover 2 Turbines 1 Well Pump #1 10 HP Oil Lube 171 GPM @ 160' Turbine Pump #2 40 HP Water Lube 742 GPM @ 160' Amiad SAF 6000 10" With SLN Amiad Level 2 Controller ABB ACS 580 Series VFD On Each Pump 2 Transducers 8" AG3000 Flow Meter With Pulse Output WF10LP VFD Enclosure/Back Panel WF40LP VFD Enclosure /Back Panel Float Low Level Controls SCADA Installed 8" Pump Manifold 8" X 10" Filter Manifold 8" Discharge Manifold 2" PSV 2 Nelson Air Release Valves 10 HP Harmonic Filter Wall Mount 40 HP Harmonic Filter Wall Mount Banjo Filter On CW Line 2 6" Check valves 2 6" Spools ACTIVITY QTY RATE AMOUNT 2 6" GO BFV 10" Check Valve (drilled) 10" GO BFV Building Sign Fire Extinguisher Ball Valves B/N/G Rekey Locks 2 Panel kits Freight All Electrical To Include Meter Base 16' X 30' Custom Concrete Pad 16' X 30' Building Building Permit Architect Excavation/Conduit From Transformer To Meter Base If Less Then 50' Installation Programming Material As Per Bid 1 243,035.30 243,035.30T WELL-Incomplete-distance well to pump house for pipe/conduit/wire and excavation-Best guess on pump sizing can't confirm until test pumping completed 60 HP Submersible Pump 770 GPM @ 200' 60 HP 6" 460 VAC 3 Phase Motor 168' 8" Steel Pipe 2 8" DI Check Valves Flowmatic Splice Kit Baker Pitless unit 8" AG3000 Flow Meter 8" Manifold B/N/G Submersible Transducer ABB ACS 580 Series VFD WF75LP VFD Enclosure/Back Panel Misc. Electrical Panel Kit 8" GO BFV 60 HP DVDT Filter ACTIVITY QTY RATE AMOUNT 60 HP Harmonic Filter 170' #2 Flat Jacket Well Cable Welding Installation Programming Material As Per Bid 1 82,278.70 82,278.70T Here's your Estimate. We appreciate the opportunity to do business with you. Please let us know if you have any questions. Thank you, Dan's Pump and Filter LLC. SUBTOTAL 325,314.00 TAX 0.00 TOTAL $325,314.00 Accepted By Accepted Date Appendix C – Junction Calculations E - Boise Project e-mail 1 Melanie Hankerd From:Tom Ritthaler <tritthaler@boiseproject.org> Sent:Tuesday, March 3, 2026 10:07 AM To:Melanie Hankerd Subject:Re: Mirandesa and Farmway Crossing Attachments:Outlook-eu0lraqm Follow Up Flag:Follow up Flag Status:Flagged Melanie, This is to serve as notification that the water has already been assigned to headgate number 6.19 (not the 6.20 as my secretary had that wrong in the previous communication) for Farmway crossing and Mirandesa Subdivision for a total of 86.86 acres. No further notification will be needed or provided as this is an internal move on our end only. No physical water rights are being moved only delivery point. Tom Thomas B Ritthaler Assistant Project Manager Boise Project Board of Control 2465 Overland Rd. Boise, Idaho 83705 208-344-1141 From: Melanie Hankerd <mhankerd@uplandengineers.com> Sent: Tuesday, March 3, 2026 9:36 AM To: Tom Ritthaler <tritthaler@boiseproject.org> Cc: Zane Cradic <zcradic@uplandengineers.com> Subject: RE: Mirandesa and Farmway Crossing Good morning Tom, The City is requesting that we have correspondence from the Boise Project Board of Control that we can move 44.49 acres for Farmway Crossing Subdivision and 42.37 acres for Mirandesa Subdivision water rights to Pioneer Lateral 6.20 headgate. Can you please confirm all the water can be delivered to this headgate? Thank you, 2 Melanie Hankerd, PE O: 208.918.4050 C:907.738.1222 From: Tom Ritthaler <tritthaler@boiseproject.org> Sent: Thursday, February 26, 2026 12:39 PM To: Melanie Hankerd <mhankerd@uplandengineers.com> Subject: Re: Mirandesa and Farmway Crossing Melanie, It will be on the Pioneer Lateral 6.20 headgate. I will make the necessary changes on my end. No further paperwork will be needed. Thanks, Tom Thomas B Ritthaler Assistant Project Manager Boise Project Board of Control 2465 Overland Rd. Boise, Idaho 83705 208-344-1141 From: Tom Ritthaler <tritthaler@boiseproject.org> Sent: Thursday, February 26, 2026 12:28 PM To: Melanie Hankerd <mhankerd@uplandengineers.com> Subject: Re: Mirandesa and Farmway Crossing I apologize, I also need the headgate number we are talking about being transferred to. Tom Thomas B Ritthaler Assistant Project Manager Boise Project Board of Control 2465 Overland Rd. Boise, Idaho 83705 208-344-1141 3 From: Melanie Hankerd <mhankerd@uplandengineers.com> Sent: Thursday, February 26, 2026 11:47 AM To: Tom Ritthaler <tritthaler@boiseproject.org> Cc: Zane Cradic <zcradic@uplandengineers.com> Subject: RE: Mirandesa and Farmway Crossing HI Tom, Please see below for Wilder accounts: W-180, 42.48 acres W-162, 29.836 acres W-162-2, 9.5 acres Thank you, Melanie Hankerd, PE O: 208.918.4050 C:907.738.1222 From: Tom Ritthaler <tritthaler@boiseproject.org> Sent: Wednesday, February 25, 2026 5:01 PM To: Melanie Hankerd <mhankerd@uplandengineers.com> Subject: Re: Mirandesa and Farmway Crossing I need the Wilder Irrigation assessment account numbers for the exact properties in the name of the city of Caldwell to move forward with this. Thanks, Tom Ritthaler BPBC On Feb 25, 2026, at 2:59 PM, Melanie Hankerd <mhankerd@uplandengineers.com> wrote: Good afternoon Tom, I wanted to reach out regarding a project Upland Engineers is working on located in Caldwell, ID. 4 The project is Mirandesa Subdivision located at the southeast corner of Farmway Road and Ustick Road intersection, please see link below of Mirandesa Subdivisions No.1 construction drawings/preplat: Boise Project The Pioneer Lateral runs adjacent to the eastern perimeter of the project and we are not proposing any improvements or encumbrances into the existing easements. The City would like to move 44.49 acres for Farmway Crossing Subdivision and 42.37 acres for Mirandesa Subdivision water rights to the headgate location shown on the Mirandesa Sub No. 1 plans, approximately 500 feet south of Ustick Road. This headgate currently serves half of the Mirandesa Subdivision. What is the process to formally submit this for review? Thanks! Melanie Hankerd, PE O: 208.918.4050 C:907.738.1222