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Water & Sewer Report
Water & Sanitary Sewer Report FOR CREEK MEADOWS SUBDIVISION Section 3, Phase Three College Station Brazos County, Texas August 18, 2014 —tG OFT�11 1 / • *',, jR^, ,1ET%_ _ .. #1111111. Ellsc-s). •••'4' '° I Prepared For: Creek Meadow Partners, L.P. do Oldham Goodwin Group, LLC 2800 South Texas Avenue, Suite 401 Bryan, TX 77802 Prepared By: RME Consulting Engineers Texas Firm Registration No. F-4695 P.O. Box 9253 College Station,TX 77845 RME No. 260 - 0426 Water & Sanitary Sewer Report FOR CREEK MEADOWS SUBDIVISION Section 3, Phase Three College Station Brazos County, Texas August 18, 2014 _ OF TEA. 1) r e RABO - it / re. 83 ,;•//CENSE?•'� l�o '4'/,...‘ 4,• �� %%SS/ON..\:. - --- 1 vt........--6 /8)t 1 Prepared For: Creek Meadow Partners, L.P. do Oldham Goodwin Group, LLC 2800 South Texas Avenue, Suite 401 Bryan,TX 77802 Prepared By: RME Consulting Engineers Texas Firm Registration No. F-4695 P.O. Box 9253 College Station,TX 77845 RME No. 260 -0426 Water & Sanitary Sewer Report CREEK MEADOWS SUBIDIVISION Section 3, Phase Three College Station Brazos County, Texas TABLE OF CONTENTS: PAGE 1.0 General Information 1 1.1 Scope of Report and Proposed Development 1 1.2 Site and General Location 2 1.3 Description of Existing Conditions 2 1.4 Existing Water Distribution System 2 1.5 Existing Sanitary Sewer Collection System 3 2.0 Water System Improvements 3 2.1 Proposed Water System Configuration 3 2.2 Domestic Water Supply Requirements 4 2.3 Fire Flow Requirements 4 2.4 Hydraulic Modeling Methodology 4 2.5 Modeling Results&Conclusions 4 3.0 Sanitary Sewer Improvements 5 3.1 Proposed Sanitary Sewer Configuration 5 3.2 Sanitary Sewer Flow Calculations 5 3.3 Hydraulic Modeling Methodology 6 3.4 Modeling Results&Conclusions 6 ATTACHMENTS: Vicinity Map Proposed Water System Map KYPIPE Hydraulic Analysis Data Proposed Sanitary Sewer System Map WINSTORM Hydraulic Analysis Data 260-0426 Water-Sewer Report-S3P3.docx Page-i Water & Sanitary Sewer Report CREEK MEADOWS SUBIDIVISION Section 3, Phase Three College Station Brazos County, Texas 1.0 GENERAL INFORMATION 1.1 Scope of Report and Proposed Development: This report addresses the water and sanitary sewer improvements for the Creek Meadows Subdivision Section 3, Phase Three development conditions. This new development will consist of 21 single-family lots. Currently, the subject site is undeveloped with rural residential subdivision surrounding most of the proposed master planned subdivision. Within the master planned subdivision of Creek Meadows, and at the time of this report, the following phases are fully built and accepted by the City of College Station or permitted and nearing construction completion: • Section 1A, Phase One & Two; • Section 1B, Phase One thru Four(all phases); • Section 2, Phase 1A, 1B, & 3; • Section 2,Phase 2 (under construction); • Section 3, Phase One; • Section 3, Phase Two (under construction); • Section 4,Phase 1, 2A, 2B, 2C, 3A&4; • Section 5,Phase One; • Section 5,Phase Two(under construction); • Section 5, Phase Three (permit review); The proposed development and correlating water and sanitary sewer improvements are designed and analyzed in accordance with the criteria outlined in the "B/CS Unified Technical Specifications and Design Guidelines" (UTSDS) manual of the City of College Station (CoCS) and Chapters 290 & 317 of the Texas Commission on Environmental Quality(TCEQ)Rules& Regulations. 1.2 Site and General Location: The proposed development, Creek Meadows Subdivision (Section 3, Phase Three) consists of a 4.766 acre tract of land wholly contained within a 171.043 acre parent tract of the master planned subdivision. The parent tract is bordered by Greens Prairie Trail to the East, Royder Road to the South and Southwest, and Greens Prairie Road West to the West. Adjacent developments, all of which are rural residential, consist of Royder Ridge to the South, Woodlake to the East, and Wellborn Oaks to the Northeast. Access to the subdivision will be accomplished by Royder Road, Greens Prairie Trail and Greens Prairie Trail West. The subject development, Creek Meadows Subdivision — Section 3, Phase Three, is generally north of the permitted, and under construction, Section 3, Phase Two. 260-0426 Water-Sewer Report-S3P3.docx Page-1 Creek Meadows Subdivision—Section 3,Phase Three RME Consulting Engineers Water&Sanitary Sewer Report August 18,2014 A Vicinity Map, for this project site, is provided and is located in the "Attachment" portion of this manual. This map is being provided as an aid in locating the site. Drawings describing the work and its specific locations are contained in the Construction Drawings prepared by RME Consulting Engineers, College Station, Brazos County, TX. These Construction Drawings are included as part of this Water& Sanitary Sewer Report by reference. 1.3 Description of Existing Conditions: The 171.043-acre parent tract, which contains the proposed development of Creek Meadows Subdivision (Section 3, Phase Three), is a moderately well sloping (approximately 1.5%) undeveloped site with natural and improved drainage systems that convey runoff to Peach Creek South Tributary 20. Post-development runoff, from the site, flows through proposed and existing storm sewer, to this tributary that meanders along the subdivision's western property line. The proposed development area is unimproved with land-cover general consists of open grassy areas with some thick brush, weeds, and trees along the unnamed tributary. Elevations range on this phase of the subdivision from approximately 300' Mean Sea Level (MSL)to approximately 306' MSL. 1.4 Existing Water Distribution System: The project site is moderately well served by existing water lines. The utility provider, for water service, will be Wellborn S.U.D. The existing water supply lines are summarized as follows: 1. A 16"water line borders along the entire northeast and northwest property line of the 171.043 acre parent tract. The northwest section of this 16" water line parallels Greens Prairie Road West and is wholly contained within a 15' and 16' Public Utility Easement. A portion of this water line was relocated due to right-of-way dedication of Section 1 A,Phase One of Creek Meadows; 2. A 12" PVC water line extends along the entire east property line of the 171.043 acre parent tract and parallels Greens Prairie Trail. This 12" water line is connected to the before mentioned 16" water line and is wholly contained within a 15' Public Easement; %Utility A 6" PVC water line meanders along the prescriptive right-of-way of Royder Road which was installed in the fall of 2007 and replaced an existing 2"and 3"water line; 4. In addition to these primary trunk "supply" lines numerous 8", 6", 4" and 3" supply lines have been installed through Section 1A, Phase One and Two, Section 1B (all phases), Section 2, (all phases), Section 3, Phase One & Two, and Section Four (Phase 1, 2A-2C, 3A & 4), and Section 3, Phase One. The KYPIPE model reflecting these existing improvements will be expanded upon to integrate the proposed improvements scheduled for Section 3, Phase Three. Flow tests were obtained from the Wellborn S.U.D. from a fire hydrant installed along the 12" PVC water line that is located on the east side of Greens Prairie Trail and parallel to the subject property's west boundary line. This fire hydrant was installed at 260-0426 Water-Sewer Report-S3P3.docx Page-2 Creek Meadows Subdivision—Section 3,Phase Three RME Consulting Engineers Water&Sanitary Sewer Report August 18,2014 the tie-in point of the 8" PVC waterline located across from North Creek Meadow Boulevard. Since the time of the original flow test the fire hydrant has been removed and this 8" waterline extension has been installed. This flow test was conducted on December 28, 2006 by Wellborn S.U.D. by Mr. Steven Cast and witnessed by this office. The flow data is summarized below in Table#1 —Flow Test Data. TABLE#1 FLOW TEST DATA Flow Pilot Static Fire Static Residual Hydrant Reading Flow Hydrant Pressure Pressure No. Location (psi) (gpm) No. (psi) (psi) FH"A" Greens Prairie Trail 67 1360 Res. 74 70 Note: The reported flow is from the 2.5"nozzle of the identified flow hydrant; 1.5 Existing Sanitary Sewer Collection System: The proposed sanitary sewer collection system, for Section 3, Phase Three, will discharge into a proposed and/or existing collection system and ultimately to the Creek Meadow Lift Station, constructed with Section 1 A & 1B. From the Creek Meadow Lift Station sanitary sewer is then pumped, via a 6" & 8" PVC force main, to the existing collection system of the Castlegate 2 Subdivision (currently the Section 6 connection point is valved shut and will be opened during Phase 3 of the CMLS improvements—see RME study dated 9/11/13). C 2.0 WATER SYSTEM IMPROVEMENTS 2.1 Proposed Water System Configuration: An existing 8" water line was installed and terminated with a blow-off valve at the existing west end of Sunny Meadow Brook (Section 1B, Phase 4). Also, a 8" water line was installed and terminated with a blow-off valve at the north end of Shady Brook Lane (Section 3, Phase Two). These termini were intended for the future extension of water distribution into the subject development. A proposed 8" water line, within the proposed phase, will be extended and connect the two 8"water lines and finalize this portion of the looped distribution system. The general requirements of the UTSDG for water line design layout are briefly listed as follows: • 4" water lines will be installed where the service length is less than or equal to five hundred(500') feet; • 6" water lines may be allowed up to a maximum of 1,500 feet in length and must connect at each end to an 8 inch or larger main and shall have no more than 2 fire hydrants or flushing points. Where it is not possible to meet this requirement, a 6- inch main may be extended to a maximum of 800 feet in length and shall terminate with a fire hydrant or blow-off assembly; Ic 260-0426 Water-Sewer Report-S3P3.docx Page-3 Creek Meadows Subdivision—Section 3,Phase Three RME Consulting Engineers Water&Sanitary Sewer Report August 18,2014 • Fire hydrants will be installed so that no residence is greater than five hundred (500') from a hydrant. Each fire hydrant will be analyzed to provide a fire flow of 1,000 gpm. As mentioned earlier the water distribution system will provide fire protection and domestic water service. The Water System Map is included in the "Attachment" portion of this report and more fully details the proposed water system improvements. The proposed water lines, and appurtenances, will be constructed and installed in accordance with the UTSDG. Unless specifically identified on the Construction Drawings, the proposed water lines will be of type PVC AWWA C900 DR14 water line pipe. Public utility lines will be installed in existing public utility easements or placed in proposed public utility easements which will be dedicated by plat or by separate instruments. 2.2 Domestic Water Supply Requirements: An average daily water consumption of 1.5 gpm per connection or dwelling unit will be utilized for analysis of the proposed water distribution system at normal conditions. During static conditions a minimum 35 psi pressure rating will be maintained. 2.3 Fire Flow Requirements: The fire flow demand, for the proposed development, will require that each residence be protected by a minimum 1,000 gpm. During fire flow conditions the minimum static pressure shall not be less than 20 psi. 2.4 Hydraulic Modeling Methodology: As allowed in the UTSDG a water distribution computer model was used to determine pressure and flow results for the proposed water system. The hydraulic analysis and corresponding results were determined by using the KYPIPE hydraulic program, for water systems. Using the calculated domestic water demand and fire flow requirements, the proposed water system was analyzed, with KYPIPE, to determine if it met the minimum design criteria set forth in the UTSDG. These minimum criteria are summarized as follows. Since the irrigation is relatively small in comparison to other flows, and infrequent in use, it was not considered in the analysis. 1. Under normal flow conditions the residual pressures in the area, serviced by the proposed system, must meet TCEQ requirements at all times thus providing a minimum static pressure of 35 psi; 2. During fire flow conditions, the proposed system and adjacent infrastructure must provide the required fire flow with a minimum residual pressure of 20 psi; 3. At all analyzed conditions, no water line shall have a velocity greater than 12 fps in both existing and proposed mains; 260-0426 Water-Sewer Report-S3P3.docx Page-4 Creek Meadows Subdivision—Section 3,Phase Three RME Consulting Engineers Water&Sanitary Sewer Report August 18,2014 2.5 Modeling Results& Conclusions: Utilizing the original KYPIPE model and expanding it to include Section 3, Phase Two water demands, and fire flow requirements, for the proposed water system improvements, and adjacent infrastructure, it was determined to adequately meet or positively exceed the minimum design standards. KYPIPE Hydraulic Analysis Data, resulting from both domestic water demands and all fire flow conditions are contained in this report in the "Attachment" portion. Resulting summary information for both conditions are illustrated below in Table #2 — Water System Summary and identify the "worse-case" location in the proposed distribution system (lowest pressure node or highest velocity in pipe). The entire water system model, for each scenario is fully contained with the KYPIPE Hydraulic Analysis Data. TABLE #2 WATER SYSTEM SUMMARY PIPE DATE NODE DATA Residual Scenerio KYPIPE Section/ Pipe Size Flow Velocity Node Pressure Number Name Phase (in) (gpm) (fps) Name (psi) DOMESTIC FLOW CONDITION 1 P41 I 1B/1 I 6 I 36.00 I 1.63 ( J-1 I 67.15 FIRE FLOW CONDITIONS 1 P-30 S1BP4 6 309.83 3.52 J-1 67.1 2 P-57 S3P2C 6 353.53 4.01 J-1 67.1 Domestic Flow Scenario: 1. Domestic design flows at completion of Section 3, Phase Three; Fire Flow Scenario: 1. 1,000 gpm from FH-31 —Section 3, Phase Two; 2. 1,000 gpm form FH-9—Section 1B,Phase Four; 3.0 SANITARY SEWER IMPROVEMENTS 3.1 Proposed Sanitary Sewer Configuration: Creek Meadows— Section 3, Phase Three, will not require the extension or expansion of the existing sanitary sewer collection system. The existing collection system is illustrated on the Sanitary Sewer System Map is included in the "Attachment" portion of this report and more fully details the proposed sanitary sewer system improvements. 3.2 Sanitary Sewer Flow Calculations: The sanitary sewer requirements, for the master planned development, were derived by Method 2—"Land Use Determination" of the UTSDS. Resulting average sanitary sewer flow values were calculated, for all complete or permitted phases, and the results are summarized in Table #3 — "Sanitary Sewer Flows" shown below. As calculated, the ultimate Average Daily Flow (ADF) for these section/phases of the Creek Meadows subdivision is 62,603 gpd and a 2-Hour Peak Flow(PF)at 1.01 cfs. 260-0426 Water-Sewer Report-S3P3.docx Page-5 Creek Meadows Subdivision—Section 3,Phase Three RME Consulting Engineers Water&Sanitary Sewer Report August 18,2014 TABLE #3 - SANITARY SEWER FLOWS Average Average 2-Hour Daily Flow Dwelling Daily Flow Peak Flow Peak Flow Section/Phase (gpd/cap) Units (gpd) (gph) (cfs) Sec. 1A,Ph. 1&2 100 96 25,632 4,272 0.16 Sec. 1B,Phase 1-4 100 112 29,904 4,984 0.19 Sec.2,Ph(Ph 1A-3) 100 126 33,642 5,607 0.21 Sec.3,Ph 1&2 100 50 13,350 2,225 0.08 Sec.4,Ph 1,2A,2C,3A& 4 100 114 30,438 5,073 0.19 Sec.5,Phase 1-3 100 90 24,030 4,005 0.15 Sec.3,Ph 3 100 21 5,607 935 0.03 TOTAL EXPECTED FLOWS= 609 162,603 27,101 1.01 Flow Determination Notes: 1) Residential density is at 2.67 capita/Dwelling Unit; 2) Commercial uses were estimated at 30 capita/acre; 3) Average Daily flows, for each use, were assigned per Table III"Average Wastewater Generations"per the UTSDS; 4) Peaking factor of 4.0 was applied to the Average Daily Flows to determine the Peak Flow which is used for line sizing; 3.3 Hydraulic Modeling& Methodology: As allowed in the UTSDG, a hydraulic computer model was used to determined flow results for the proposed sanitary sewer collection lines. The hydraulic analysis and corresponding results were determined by using the WINSTORM hydraulic program, for stormwater modeling. Though this TxDOT program's typical use is for modeling gravity stormwater systems it can easily be applied for hydraulic modeling of gravity sewer systems. Peak sewer flows were directly inputted at manholes in lieu of flows being generated by hydrological equations at logical locations along the proposed sewer lines. 3.4 Modeling Results& Conclusions: Using the original WINSTORM model and expanding it to include Creek Meadows — Section 3, Phase Three, sanitary sewer flows were input into the proposed sewer system and it was determined that the proposed expanded system has adequate capacity. WINSTORM Hydraulic Analysis Data, as resulting from sanitary sewer analysis, is contained in this report in the "Attachment" portion. Resulting summary information is illustrated below in Table#4—Sanitary Sewer Summary. As report above in Table #3 there are 609 dwelling units either platted or permitted for platting (which includes Section 3, Phase Three). These dwelling units will be the equivalent of 1.01 cfs (450 gpm) at Peak Flow(PF=4). Utilizing a PF=3 (Peaking Factor for design capacity of the lift station system) the flows are reduced to 338 gpm. The Creek Meadows Lift Station has a firm pumping capacity of 505 gpm (at completion of the new Phase 1 improvements of the CMLS — 737 D.U.s reserved for Creek Meadows) which illustrates that this flow will be acceptable at the current pumping system. 260-0426 Water-Sewer Report-S3P3.docx Page-6 Creek Meadows Subdivision-Section 3,Phase Three RME Consulting Engineers Water&Sanitary Sewer Report August 18,2014 TABLE #4 SANITARY SEWER SUMMARY Upstream Downstream Pipe Size Slope Q Capacity Velocity Element Element (in) (%) (cfs) (cfs) (fps) MH-1 MH-1B 8 2.00 0.24 1.73 3.46 MH-1B MH-2 8 2.00 0.24 1.73 3.46 MH-2 MH-3 8 0.62 0.28 0.96 2.36 MH-3 M1-1-4 8 0.60 0.38 0.95 2.53 MH-4 MH-5 8 0.61 0.40 0.95 2.58 MH-5 MH-6 8 0.60 0.41 0.95 2.60 MH-6 M1-1-7 8 0.60 0.43 0.95 2.62 MH-7 MH-8 8 0.60 0.45 0.95 2.68 MH-8 MH-9 8 0.60 0.46 0.95 2.66 v) MH-9 MH-10 8 0.60 0.49 0.95 2.72 a) MH-10 MH-11 8 0.60 0.62 0.95 2.86 ID MH-11 MH-12 8 0.60 0.65 0.95 2.90 5 MH-12 MH-13 10 0.40 0.66 1.37 2.50 aa) MH-13 MH-14 10 0.40 0.67 1.37 2.54 MH-14 MH-15 10 0.40 0.67 1.37 2.54 MH-15 MH-16 10 0.40 0.67 1.38 2.54 F MH-16 MH-17 10 0.40 0.69 1.37 2.55 " MH-17 MH-18 10 0.40 0.73 1.37 2.58 MH-18 MH-19 10 0.40 0.77 1.37 2.13 MH-19 MH-20 10 0.40 1.26 1.37 2.90 MH-20 M1-I-21 10 0.40 1.27 1.36 2.85 MH-21 MH-22 10 0.95 1.28 2.12 4.10 MH-22 MH-23 10 0.95 1.28 2.11 4.08 MH-23 MH-24 10 0.95 1.28 2.11 4.08 MH-24 MH-25 10 0.93 1.28 2.09 4.05 MH-25 LS 12 1.10 1.28 3.74 4.30 r MH-26 MH-27 8 0.40 0.36 0.77 2.16 MH-27 MH-28 8 0.40 0.42 0.77 2.23 MH-28 MH-29 8 0.40 0.42 0.77 2.23 `as MH-29 MH-30 8 0.40 0.43 0.78 2.26 % MH-30 MH-31 8 0.40 0.43 0.77 2.26 (I) MH-31 MH-32 8 0.40 0.43 0.77 2.26 Z MH-32 MH-33 8 0.40 0.45 0.78 2.28 c MH-33 MH-34 8 0.40 0.46 0.77 2.28 c n MH-34 MH-19 8 0.40 0.47 0.78 2.30 "SW MH-35 MH-18 6 0.79 0.04 0.50 1.53 MH-36 MH-37 6 1.00 0.01 0.56 1.16 MH-37 MH-38 6 1.00 0.01 0.56 1.16 MH-38 MH-17 6 1.00 0.02 0.56 0.85 "S5" MH-39 MH-11 6 1.14 0.02 0.60 1.37 in MH-40 MH-41 8 0.40 0.12 0.77 1.59 Sr) MH-41 MH-10 8 0.40 0.14 0.78 0.89 260-0426 Water-Sewer Report-S3P3.docx Page-7 Creek Meadows Subdivision-Section 3, Phase Three RME Consulting Engineers Water&Sanitary Sewer Report August 18,2014 TABLE #4 SANITARY SEWER SUMMARY Upstream Downstream Pipe Size Slope Q Capacity Velocity Element Element (in) (%) (cfs) (cfs) (fps) r` MH-42 MH-43 8 0.40 0.00 0.77 0.11 ') MH-43 MH-3 8 0.40 0.00 0.77 0.00 MH-44 M1-I-45 6 2.14 0.04 0.82 2.12 0) MH-45 MH-46 6 1.00 0.05 0.56 1.76 - MH-46 MH-3 6 0.98 0.10 0.55 2.11 MH-47 M1-1-45 6 1.01 0.01 0.56 1.19 MH-48 MH-49 6 0.90 0.00 0.53 0.85 o MH-49 MH-50 6 1.01 0.01 0.57 1.10 ca) MH-50 MH-51 6 0.99 0.01 0.56 1.24 c MH-51 MH-52 6 1.00 0.02 0.56 1.37 J MH-52 MH-32 8 0.40 0.02 0.78 0.17 "S12' MH-53 MH-29 6 1.00 0.01 0.56 0.96 M MH-54 MH-55 6 0.80 0.01 0.50 1.10 ii) MH-55 MH-56 6 0.80 0.02 0.50 1.34 a) MH-56 MH-57 6 0.80 0.04 0.50 1.51 MH-57 MH-27 8 0.40 0.04 0.78 0.32 MH-58 M1-1-26 8 0.40 0.36 0.78 2.16 TY-3 MH-59 MH-58 6 0.80 0.36 0.50 2.79 ' MH-60 MH-59 6 0.80 0.11 0.50 1.36 v MH-61 MH-60 6 0.53 0.11 0.41 0.54 ° MH-62 MH-61 6 0.31 0.02 0.31 0.08 N MH-63 MH-59 6 1.00 0.24 0.56 2.76 CP MH-65 MH-63 6 0.80 0.09 0.50 1.93 ' MH-66 MH-65 6 0.80 0.24 0.50 2.52 cv ✓ MH-67 MH-66 6 0.50 0.23 0.40 2.49 ° MH-68 MH-67 6 0.50 0.19 0.40 2.02 c- MH-64 MH-61 6 0.80 0.19 0.50 2.01 S': MH-73 MH-64 6 0.80 0.02 0.50 0.57 u) MH-71 MH-73 6 0.80 0.01 0.50 0.90 ▪ MH-69 MH-66 6 0.80 0.09 0.50 1.93 • MH-70 MH-69 6 0.80 0.06 0.50 1.75 S'S5MH-72 MH-73 6 1.80 0.02 0.75 1.79 S2P1A MH-74 MH-9 6 1.00 0.02 0.56 1.37 S1AP3 MH-75 MH-76 6 1.52 0.00 0.69 0.35 a MH-76 MH-77 6 1.38 0.00 0.66 0.13 Q MH-77 MH-78 6 1.55 0.00 0.70 0.20 in MH-78 MH-79 6 0.80 0.00 0.50 0.27 �- MH-79 MH-80 6 0.80 0.00 0.50 0.31 v MH-80 MH-68 6 0.80 0.00 0.50 0.00 S1AP3 MH-81 MH-82 6 1.52 0.00 0.69 0.35 MH-82 MH-83 6 1.17 0.00 0.61 0.20 • MH-83 MH-84 6 1.69 0.00 0.73 0.27 260-0426 Water-Sewer Report-S3P3.docx Page-8 Creek Meadows Subdivision-Section 3,Phase Three RME Consulting Engineers Water&Sanitary Sewer Report August 18,2014 TABLE #4 SANITARY SEWER SUMMARY Upstream Downstream Pipe Size Slope Q Capacity Velocity Element Element (in) (%) (cfs) (cfs) (fps) MH-84 MH-79 6 0.89 0.00 0.53 0.16 s1AP48 _ MH-85 MH-82 6 1.50 0.00 0.69 0.35 MH-86 M11-87 6 0.80 0.00 0.50 0.07 MH-87 MH-88 6 0.80 0.04 0.50 1.53 Q MH-88 MH-89 6 0.80 0.11 0.50 2.01 U MH-89 M11-90 6 0.80 0.11 0.50 2.01 ( MH-90 MH-91 6 0.80 0.22 0.51 2.50 MH-91 MH-92 6 0.82 0.22 0.51 2.51 MH-92 MH-1 8 1.00 0.22 1.23 2.64 MH-96 MH-40 8 0.40 0.11 0.77 1.58 m MH-95 MH-96 8 0.40 0.11 0.78 1.58 MH-97 MH-95 6 2.00 0.00 0.79 1.12 ci MH-94 MH-95 8 0.40 0.10 0.77 1.50 u) MH-93 MH-94 6 0.80 0.07 0.49 1.74 MH-98 MH-94 6 0.80 0.02 0.50 1.28 MH-99 MH-93 6 1.00 0.07 0.56 1.93 a MH-100 MH-99 6 1.00 0.06 0.56 1.84 " MH-101 MH-100 6 1.00 0.03 0.56 1.49 MH-102 MH-101 6 1.00 0.01 0.56 0.96 MH-35 MH-103 6 1.00 0.04 0.56 1.53 aco MH-103 MH-104 6 1.00 0.02 0.56 1.20 ") MH-103 MH-105 6 1.00 0.02 0.56 1.08 MH-71 MH-106 6 0.80 0.06 0.46 1.64 Q MH-106 MH-107 6 2.00 0.05 0.79 2.24 a MH-107 MH-108 6 1.80 0.02 0.76 1.66 MH-106 MH-109 6 2.00 0.02 0.79 1.62 MH-107 MH-110 6 1.50 0.02 0.76 1.45 MH-111 MH-4 6 2.00 0.01 0.79 1.23 MH-112 MH-7 6 1.00 0.02 0.56 1.37 n MH-113 MH-19 6 0.80 0.02 0.54 0.33 Sanitary Sewer Notes: 1) If development is proposed to occur upstream of the proposed or existing collection system then the planned future DUs where inputted into the most upstream MH; 2) Velocities within a proposed and existing pipe runs(highlighted)that are below the required 2.0 fps meet or exceed the minimum required slope for a 6"sanitary sewer, but have so little Q from the upstream lots that it is impractical to achieve the required 2.0 fps. This deviation from the B/CS standards will be noted in the B/CS Acknowledgement Letter prepared by this office; 3) Manning's"N"utilized for PVC pipe is 0.013; 260-0426 Water-Sewer Report-S3P3.docx Page-9 C `' � VICINITY MAP 0 / W 04r*0L) 4 4 (44 , Or.% ti r .441 � ii a 9c- ,Iv N. " f < r,- m a U U z >-- N aif( U Z o 'S' �Y� • � U z '0 a 5 Aplat "#goo#, AtIM AbIllikki.viiporir TOT _....-Nridivi._ a P * / c4 kii-III41P.°1 2 , 1...lit w *WI3 WATER SYSTEM MAP KYPIPE HYDRAULIC ANALYSIS DATA 1 1 DOMESTIC FLOW CONDITIONS * * * * * * * * * * K Y P I P E S * * * * * * * * * * * * * Pipe Network Modeling Software * * * * Copyrighted by KYPIPE LLC * * Version 5 - February 2010 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Fri Aug 15 14:37:39 2014 Master File : c:\users\rabon metcalf\rme\projects\260-0426 ogg-creek meadows- s3p3\engineering\0426-s3p3-water-081814.KYP\0426-s3p3-water-081814.02K ************************************************ SUMMARY OF ORIGINAL DATA ************************************************ UNITS SPECIFIED FLOWRATE = gallons/minute HEAD (HGL) = feet PRESSURE = psig PIPELINE DATA STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N AME #1 #2 (ft) (in) COEFF. LOSS COEFF. P-1 R-1 3-1 500.00 16.00 135.9163 0.74 0-2 7-1 J-44 712.54 16.00 135.9163 3.57 P-3 3-3 J-2 195.00 16.00 135.9163 0.74 0-4 3-3 3-4 294.00 16.00 135.9163 0.74 P-5 3-4 J-6 1207.00 16.00 135.9163 2.24 0-6 3-6 3-5 118.00 6.00 135.9163 0.91 0-7 J-5 FH-3 151.50 8.00 135.9163 0.40 P-8 FH-3 3-7 411.50 8.00 135.9163 0.74 P-9 3-7 FH-1 228.50 8.00 135.9163 0.40 P-10 FH-1 3-4 291.00 8.00 135.9163 0.00 P-11 3-7 3-8 161.50 3.00 139.0000 0.00 P-12 J-5 3-9 304.00 6.00 139.0000 6.00 0-13 3-9 FH-2 73.00 6.00 135.9163 0.74 P-14 FH-31 3-51 384.00 4.00 140.0000 0.57 0-15 FH-4 3-3 175.00 8.00 135.9163 0.00 0-16 3-11 J-50a 670.00 16.00 135.9163 0.00 0-17 3-11 J-12 1320.00 12.00 135.9163 0.74 0-18 J-12 3-52 398.31 8.00 135.9163 1.14 0-19 3-13 FH-7 172.00 8.00 135.9163 6.00 P-20 3-13 FH-16 344.00 8.00 135.9163 3.57 0-21 J-14 3-10 147.00 3.00 139.0000 0.00 P-22 3-14 FH-5 65.00 8.00 135.9163 0.40 0-23 FH-5 FH-14 204.00 8.00 135.9163 0.74 0-24 FH-14 3-16 134.00 8.00 135.9163 0.74 P-25 J-16 FH-6 153.00 8.00 135.9163 0.00 P-26 FH-14 3-17 268.00 3.00 139.0000 0.00 0-27 3-16 3-18 356.00 3.00 139.0000 0.00 0-28 FH-7 FH-15 361.00 8.00 135.9163 0.74 0-29 FH-15 FH-8 241.00 6.00 135.9163 0.74 P-30 FH-8 FH-31 290.00 6.00 135.9163 0.00 P-31 FH-15 J-21 321.00 6.00 135.9163 0.74 0-32 3-21 3-22 220.00 3.00 139.0000 0.00 DOMESTIC FLOW CONDITIONS 9-104 FH-32 J-27 699.10 12.00 139.0000 0.00 P-105 FH-31 FH-9 768.00 8.00 140.0000 0.74 P-14A FH-2 J-47 417.50 6.00 135.9163 1.31 P-14B J-47 FH-4 394.50 6.00 135.9163 0.00 P-16B J-50a J-6 1000.00 16.00 137.3678 0.00 P-2B J-44 J-41 116.54 16.00 135.9163 0.00 P-2C J-41 J-2 1070.93 16.00 135.9163 0.00 P-87a J-48 J-59a 115.00 8.00 138.3882 0.00 NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 21.00 307.00 FH-10 0.00 308.00 FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-20 10.50 326.00 FH-21 0.00 329.00 FH-22 19.50 336.00 FH-23 9.00 338.00 FH-24 FH-24 3.00 315.00 FH-25 FH-25 19.50 317.50 FH-26 30.00 321.00 FH-27 19.50 304.00 FH-28 9.00 324.50 FH-29 12.00 330.00 FH-30 27.00 320.00 FH-31 21.00 302.00 FH-32 19.50 299.00 FH-1A 0.00 316.00 FH-2A 21.00 316.00 FH-3A 0.00 320.00 FH-4A 0.00 318.00 J-1 0.00 342.00 J-2 0.00 340.00 J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 J-10 10.50 312.00 J-il 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-15 15.00 318.00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-19 15.00 313.00 J-21 18.00 309.00 DOMESTIC FLOW CONDITIONS M.D.W. Centre - Phase One PIPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE PIPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ NAME #1 #2 LOSS LOSS VELO. 1000 1000 gpm ft ft ft/s ft/f ft/f P-1 R-1 J-1 340.60 0.04 0.00 0.54 0.09 0.08 P-2 J-1 J-44 322.55 0.05 0.01 0.51 0.09 0.07 P-3 J-2 J-3 112.29 0.00 0.00 0.18 0.01 0.01 P-4 J-3 J-4 57.67 0.00 0.00 0.09 0.00 0.00 9-5 J-6 1-4 33.23 0.00 0.00 0.05 0.00 0.00 9-6 J-6 J-5 107.87 0.13 0.02 1.22 1.28 1.10 P-7 FH-3 J-5 66.90 0.02 0.00 0.43 0.12 0.11 P-8 J-7 FH-3 66.90 0.05 0.00 0.43 0.12 0.11 P-9 FH-1 J-7 80.40 0.04 0.00 0.51 0.17 0.16 9-10 J-4 FH-1 80.40 0.05 0.00 0.51 0.16 0.16 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 J-9 J-5 4.30 0.00 0.00 0.05 0.00 0.00 9-13 FH-2 J-9 25.30 0.01 0.00 0.29 0.09 0.08 P-14 FH-31 J-51 16.50 0.09 0.00 0.42 0.24 0.23 9-15 J-3 FH-4 48.62 0.01 0.00 0.31 0.06 0.06 P-16 J-11 J-50a 240.24 0.03 0.00 0.38 0.04 0.04 P-17 J-11 3-12 269.66 0.27 0.01 0.76 0.21 0.21 P-18 J-12 J-52 136.93 0.17 0.01 0.87 0.46 0.42 P-19 J-13 FH-7 52.86 0.01 0.01 0.34 0.13 0.07 P-20 J-13 FH-16 12.35 0.00 0.00 0.08 0.01 0.00 P-21 J-14 J-10 10.50 0.06 0.00 0.48 0.41 0.41 P-22 FH-5 J-14 10.15 0.00 0.00 0.06 0.00 0.00 P-23 FH-14 FH-5 10.15 0.00 0.00 0.06 0.00 0.00 P-24 J-16 FH-14 20.65 0.00 0.00 0.13 0.01 0.01 9-25 FH-6 J-16 38.65 0.01 0.00 0.25 0.04 0.04 P-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0.24 0.00 0.61 0.66 0.66 P-28 FH-7 FH-15 52.86 0.03 0.00 0.34 0.08 0.07 P-29 FH-8 FH-15 15.50 0.01 0.00 0.18 0.03 0.03 P-30 FH-8 FH-31 20.21 0.01 0.00 0.23 0.05 0.05 P-31 FH-15 J-21 54.86 0.10 0.00 0.62 0.33 0.32 P-32 J-21 J-22 12.00 0.12 0.00 0.54 0.53 0.53 P-33 J-21 FH-9 24.86 0.01 0.00 0.28 0.07 0.07 P-34 FH-9 FH-13 82.87 0.09 0.04 0.53 0.25 0.17 P-35 J-23 FH-13 34.99 0.01 0.01 0.22 0.05 0.03 P-36 FH-13 FH-10 101.36 0.13 0.06 0.65 0.36 0.24 9-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15 P-38 FH-10 FH-11 95.36 0.08 0.00 0.61 0.23 0.22 P-39 FH-11 J-26 18.00 0.39 0.00 0.82 1.12 1.12 9-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.04 0.04 9-41 FH-12 J-28 36.00 0.99 0.00 1.63 4.06 4.06 P-42 J-1 J-23 18.05 0.79 0.00 0.46 0.28 0.28 P-43 J-12 FH-32 132.73 0.07 0.00 0.38 0.05 0.05 P-44 J-27 J-23 16.94 0.41 0.00 0.43 0.25 0.25 9-45 R-2 J-11 509.90 0.08 0.00 0.81 0.17 0.17 P-46 FH-16 J-14 12.35 0.00 0.00 0.08 0.00 0.00 P-47 FH-11 FH-1A 41.36 0.01 0.00 0.26 0.05 0.04 P-48 FH-1A J-15 15.00 0.20 0.01 0.68 0.82 0.80 P-49 J-19 FH-1A 7.58 0.00 0.00 0.09 0.01 0.01 P-50 J-19 J-24 4.50 0.01 0.00 0.20 0.09 0.09 P-51 FH-2A J-19 27.08 0.03 0.00 0.31 0.08 0.08 P-52 FH-1A FH-3A 33.94 0.01 0.00 0.22 0.03 0.03 9-53 FH-3A J-29 22.50 0.66 0.01 1.02 1.73 1.70 P-54 FH-3A J-30 58.50 0.01 0.00 0.37 0.09 0.08 P-55 J-31 FH-3A 47.06 0.09 0.00 0.53 0.23 0.23 9-56 3-31 FH-2A 48.08 0.04 0.00 0.55 0.26 0.24 P-57 FH-4A J-31 123.64 0.48 0.03 1.40 1.46 1.36 P-58 J-32 FH-4A 91.08 0.02 0.00 0.58 0.19 0.19 DOMESTIC FLOW CONDITIONS FH-10 0.00 495.95 308.00 187.95 81.45 FH-11 0.00 495.87 313.00 182.87 79.25 FH-12 0.00 495.86 313.00 182.86 79.24 F1-I-13 16.50 496.15 305.00 191.15 82.83 FH-14 0.00 496.44 315.00 181.44 78.63 FH-15 13.50 496.40 306.00 190.40 82.50 FH-16 0.00 496.44 307.00 189.44 82.09 FH-20 10.50 496.61 326.00 170.61 73.93 FH-21 0.00 496.67 329.00 167.67 72.66 FH-22 19.50 496.82 336.00 160.82 69.69 FH-23 9.00 496.78 338.00 158.78 68.80 FH-24 FH-24 3.00 496.52 315.00 181.52 78.66 FH-25 FH-25 19.50 496.60 317.50 179.10 77.61 FH-26 30.00 496.61 321.00 175.61 76.10 FH-27 19.50 496.44 304.00 192.44 83.39 FH-28 9.00 495.82 324.50 171.32 74.24 FH-29 12.00 495.77 330.00 165.77 71.83 FH-30 27.00 496.47 320.00 176.47 76.47 FH-31 21.00 496.39 302.00 194.39 84.23 FH-32 19.50 496.57 299.00 197.57 85.61 FH-1A 0.00 495.86 316.00 179.86 77.94 FH-2A 21.00 495.89 316.00 179.89 77.95 FH-3A 0.00 495.85 320.00 175.85 76.20 FH-4A 0.00 496.45 318.00 178.45 77.33 J-1 0.00 496.96 342.00 154.96 67.15 J-2 0.00 496.88 340.00 156.88 67.98 J-3 6.00 496.87 339.00 157.87 68.41 J-4 10.50 496.87 339.00 157.87 68.41 J-5 16.50 496.72 327.00 169.72 73.55 3-6 0.00 496.87 328.00 168.87 73.18 3-7 7.50 496.79 330.00 166.79 72.28 J-8 6.00 496.77 329.00 167.77 72.70 J-9 21.00 496.72 323.00 173.72 75.28 J-10 10.50 496.38 312.00 184.38 79.90 J-11 0.00 496.92 311.00 185.92 80.56 3-12 0.00 496.64 305.00 191.64 83.04 J-13 0.00 496.45 307.00 189.45 82.09 J-14 12.00 496.44 314.00 182.44 79.06 J-15 15.00 495.65 318.00 177.65 76.98 J-16 4.50 496.44 315.00 181.44 78.63 3-17 10.50 496.33 314.00 182.33 79.01 J-18 13.50 496.21 313.00 183.21 79.39 3-19 15.00 495.86 313.00 182.86 79.24 3-21 18.00 496.29 309.00 18'7.29 81.16 J-22 12.00 496.17 310.00 186.17 80.67 3-23 0.00 496.17 305.00 191.17 82.84 3-24 4.50 495.85 312.00 183.85 79.67 J-25 6.00 495.94 304.00 191.94 83.17 J-26 18.00 495.49 309.00 186.49 80.81 J-27 0.00 496.57 295.00 201.57 87.35 J-28 36.00 494.86 311.00 183.86 79.67 J-29 22.50 495.17 322.00 173.17 75.04 J-30 0.00 495.84 322.00 173.84 75.33 3-31 28.50 495.94 318.00 177.94 77.11 3-32 3.00 496.48 320.00 176.48 76.47 3-33 6.00 496.46 316.00 180.46 78.20 3-34 0.00 496.46 318.00 178.46 77.33 J-35 1.50 496.49 316.00 180.49 78.21 3-36 9.00 496.46 316.50 179.96 77.98 3-37 3.00 496.73 331.00 165.73 71.82 J-38 9.00 496.43 315.00 181.43 78.62 J-39 0.00 496.54 322.00 174.54 75.63 3-40 19.50 496.67 329.00 167.67 72.66 J-41 12.00 496.89 339.50 157.39 68.20 J-42 18.00 496.68 333.00 163.68 70.93 3-43 12.00 496.65 326.00 170.65 73.95 J-44 15.00 496.89 341.00 155.89 67.55 J-45 9.00 496.71 335.00 161.71 70.07 J-46 12.00 496.69 334.00 162.69 70.50 3-47 0.00 496.76 328.00 168.76 73.13 3-48 15.00 496.63 324.00 172.63 74.81 FIRE FLOW SCENARIO#1 (::: * * * * * * * * * * K Y P I P E 5 * * * * * * * * * * * * * Pipe Network Modeling Software * * * * Copyrighted by KYPIPE LLC * * Version 5 - February 2010 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Fri Aug 15 14:44:21 2014 Master File : c:\users\rabon metcalf\rme\projects\260-0426 ogg-creek meadows- s3p3\engineering\0426-s3p3-water-081814.KYP\0426-s3p3-water-081814.P2K ************************************************ SUMMARY OF ORIGINAL DATA ************************************************ UNITS SPECIFIED FLOWRATE = gallons/minute HEAD (HGL) = feet PRESSURE = psig PIPELINE DATA STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N AME #1 #2 (ft) (in) COEFF. LOSS COEFF. P-1 R-1 J-1 500.00 16.00 135.9163 0.74 P-2 J-i J-44 712.54 16.00 135.9163 3.57 P-3 J-3 J-2 195.00 16.00 135.9163 0.74 P-4 J-3 J-4 294.00 16.00 135.9163 0.74 P-5 J-4 J-6 1207.00 16.00 135.9163 2.24 P-6 J-6 J-5 118.00 6.00 135.9163 0.91 P-7 J-5 FH-3 151.50 8.00 135.9163 0.40 P-8 FH-3 J-7 411.50 8.00 135.9163 0.74 P-9 J-7 FH-1 228.50 8.00 135.9163 0.40 P-10 FH-1 J-4 291.00 8.00 135.9163 0.00 P-11 J-7 3-8 161.50 3.00 139.0000 0.00 P-12 J-5 J-9 304.00 6.00 139.0000 6.00 P-13 J-9 FH-2 73.00 6.00 135.9163 0.74 P-14 FH-31 J-51 384.00 4.00 140.0000 0.57 P-15 FH-4 J-3 175.00 8.00 135.9163 0.00 P-16 J-11 J-50a 670.00 16.00 135.9163 0.00 P-17 J-11 J-12 1320.00 12.00 135.9163 0.74 P-18 J-12 J-52 398.31 8.00 135.9163 1.14 P-19 J-13 FH-7 172.00 8.00 135.9163 6.00 P-20 J-13 FH-16 344.00 8.00 135.9163 3.57 P-21 J-14 J-10 147.00 3.00 139.0000 0.00 P-22 J-14 FH-5 65.00 8.00 135.9163 0.40 P-23 FH-5 FH-14 204.00 8.00 135.9163 0.74 P-24 FH-14 J-16 134.00 8.00 135.9163 0.74 P-25 J-16 FH-6 153.00 8.00 135.9163 0.00 P-26 FH-14 J-17 268.00 3.00 139.0000 0.00 P-27 J-16 J-18 356.00 3.00 139.0000 0.00 8-28 FH-7 FH-15 361.00 8.00 135.9163 0.74 8-29 FH-15 FH-8 241.00 6.00 135.9163 0.74 P-30 FH-8 FH-31 290.00 6.00 135.9163 0.00 P-31 FH-15 3-21 321.00 6.00 135.9163 0.74 P-32 J-21 J-22 220.00 3.00 139.0000 0.00 FIRE FLOW SCENARIO#1 Nftw P-104 FH-32 J-27 699.10 12.00 139.0000 0.00 P-105 FH-31 FH-9 768.00 8.00 140.0000 0.74 P-14A FH-2 J-47 417.50 6.00 135.9163 1.31 P-145 J-47 FH-4 394.50 6.00 135.9163 0.00 P-16B J-50a J-6 1000.00 16.00 137.3678 0.00 P-28 J-44 3-41 116.54 16.00 135.9163 0.00 P-2C J-41 J-2 1070.93 16.00 135.9163 0.00 P-87a J-48 J-59a 115.00 8.00 138.3882 0.00 NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 21.00 307.00 FH-10 0.00 308.00 FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-20 10.50 326.00 FH-21 0.00 329.00 FH-22 19.50 336.00 FH-23 9.00 338.00 FH-24 FH-24 3.00 315.00 FH-25 FH-25 19.50 317.50 FH-26 30.00 321.00 FH-27 19.50 304.00 FH-28 9.00 324.50 FH-29 12.00 330.00 FH-30 27.00 320.00 FH-31 1021.00 302.00 FH-32 19.50 299.00 FH-1A 0.00 316.00 FH-2A 21.00 316.00 FH-3A 0.00 320.00 FH-4A 0.00 318.00 J-1 0.00 342.00 J-2 0.00 340.00 J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-15 15.00 318.00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-19 15.00 313.00 J-21 18.00 309.00 FIRE FLOW SCENARIO#1 M.D.W. Centre - Phase One PIPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE PIPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ NAME #1 #2 LOSS LOSS VELO. 1000 1000 gpm ft ft ft/s ft/f ft/f P-1 R-1 J-1 661.22 0.13 0.01 1.06 0.29 0.27 9-2 J-1 J-44 610.17 0.16 0.05 0.97 0.30 0.23 9-3 J-2 J-3 279.31 0.01 0.00 0.45 0.07 0.05 P-4 J-3 J-4 188.93 0.01 0.00 0.30 0.03 0.03 P-5 J-4 J-6 38.04 0.00 0.00 0.06 0.00 0.00 P-6 J-6 J-5 193.35 0.38 0.07 2.19 3.83 3.26 P-7 FH-3 J-5 126.90 0.06 0.00 0.81 0.39 0.37 P-8 J-7 FH-3 126.90 0.15 0.01 0.81 0.39 0.37 P-9 FH-1 J-7 140.40 0.10 0.00 0.90 0.47 0.44 9-10 J-4 FH-1 140.40 0.13 0.00 0.90 0.44 0.44 P-il J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 9-12 J-9 J-5 25.91 0.02 0.01 0.29 0.10 0.08 P-13 FH-2 J-9 46.91 0.02 0.00 0.53 0.28 0.24 P-14 FH-31 J-51 16.50 0.09 0.00 0.42 0.24 0.23 9-15 J-3 FH-4 84.38 0.03 0.00 0.54 0.17 0.17 9-16 J-11 J-50a 324.87 0.05 0.00 0.52 0.07 0.07 P-17 J-11 J-12 864.41 2.35 0.07 2.45 1.84 1.78 9-18 J-12 J-52 341.48 0.92 0.08 2.18 2.51 2.30 9-19 J-13 FH-7 246.77 0.22 0.23 1.57 2.60 1.26 9-20 FH-16 J-13 191.63 0.27 0.08 1.22 1.03 0.79 9-21 J-14 J-10 10.50 0.06 0.00 0.48 0.41 0.41 9-22 FH-5 J-14 214.13 0.06 0.01 1.37 1.15 0.97 9-23 FH-14 FH-5 214.13 0.20 0.02 1.37 1.07 0.97 9-24 J-16 FH-14 224.63 0.14 0.02 1.43 1.24 1.06 9-25 FH-6 J-16 242.63 0.19 0.00 1.55 1.22 1.22 P-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 9-27 J-16 J-18 13.50 0.24 0.00 0.61 0.66 0.66 9-28 FH-7 FH-15 246.77 0.45 0.03 1.57 1.34 1.26 P-29 FH-15 FH-8 59.48 0.09 0.01 0.67 0.39 0.37 9-30 FH-8 FH-31 309.83 2.26 0.00 3.52 7.80 7.80 P-31 FH-15 J-21 173.78 0.86 0.04 1.97 2.81 2.67 9-32 J-21 J-22 12.00 0.12 0.00 0.54 0.53 0.53 P-33 J-21 FH-9 143.78 0.39 0.00 1.63 1.88 1.88 P-34 FH-13 FH-9 140.66 0.23 0.12 0.90 0.69 0.44 P-35 J-23 FH-13 90.25 0.08 0.03 0.58 0.28 0.20 9-36 FH-10 FH-13 66.91 0.06 0.03 0.43 0.16 0.11 9-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15 P-38 FH-11 FH-10 72.91 0.05 0.00 0.47 0.14 0.13 9-39 FH-11 J-26 18.00 0.39 0.00 0.82 1.12 1.12 P-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.04 0.04 9-41 FH-12 J-28 36.00 0.99 0.00 1.63 4.06 4.06 9-42 J-1 J-23 51.05 5.43 0.00 1.30 1.91 1.91 P-43 J-12 FH-32 522.93 0.83 0.00 1.48 0.67 0.67 9-44 J-27 J-23 39.20 1.92 0.00 1.00 1.17 1.17 9-45 R-2 J-11 1189.28 0.40 0.00 1.90 0.79 0.79 P-46 J-14 FH-16 191.63 0.26 0.00 1.22 0.79 0.79 P-47 FH-1A FH-11 126.91 0.10 0.01 0.81 0.38 0.35 9-48 FH-1A J-15 15.00 0.20 0.01 0.68 0.82 0.80 9-49 J-19 FH-1A 76.61 0.19 0.01 0.87 0.59 0.56 P-50 J-19 J-24 4.50 0.01 0.00 0.20 0.09 0.09 9-51 FH-2A J-19 96.11 0.30 0.00 1.09 0.86 0.86 P-52 FH-3A FH-1A 65.30 0.03 0.00 0.42 0.10 0.10 P-53 FH-3A J-29 22.50 0.66 0.01 1.02 1.73 1.70 P-54 FH-3A J-30 58.50 0.01 0.00 0.37 0.09 0.08 9-55 J-31 FH-3A 146.30 0.70 0.00 1.66 1.86 1.86 9-56 J-31 FH-2A 117.11 0.22 0.02 1.33 1.35 1.23 9-57 FH-4A J-31 291.91 2.37 0.19 3.31 7.25 6.70 9-58 J-32 FH-4A 225.83 0.12 0.00 1.44 1.03 1.03 wiiiimmunimminiiiiiniime.....inimimmeimilamminummunisimaimmir Armor FIRE FLOW SCENARIO#1 FH-10 0.00 491.39 308.00 183.39 79.47 FH-11 0.00 491.44 313.00 178.44 77.32 FH-12 0.00 491.42 313.00 178.42 77.32 FH-13 16.50 491.30 305.00 186.30 80.73 FH-14 0.00 494.08 315.00 179.08 77.60 FH-15 13.50 492.24 306.00 186.24 80.70 FH-16 0.00 493.53 307.00 186.53 80.83 FH-20 10.50 495.69 326.00 169.69 73.53 FH-21 0.00 496.05 329.00 167.05 72.39 FH-22 19.50 496.44 336.00 160.44 69.53 FH-23 9.00 496.37 338.00 158.37 68.63 FH-24 FH-24 3.00 495.13 315.00 180.13 78.05 FH-25 FH-25 19.50 495.63 317.50 178.13 77.19 FH-26 30.00 495.69 321.00 174.69 75.70 FH-27 19.50 492.98 304.00 188.98 81.89 FH-28 9.00 491.56 324.50 167.06 72.39 FH-29 12.00 491.50 330.00 161.50 69.98 FH-30 27.00 494.93 320.00 174.93 75.80 FH-31 1021.00 489.89 302.00 187.89 81.42 FH-32 19.50 493.35 299.00 194.35 84.22 FH-1A 0.00 491.55 316.00 175.55 76.07 FH-2A 21.00 492.05 316.00 176.05 76.29 FH-3A 0.00 491.58 320.00 171.58 74.35 FH-4A 0.00 494.85 318.00 176.85 76.63 J-1 0.00 496.85 342.00 154.85 67.10 J-2 0.00 496.56 340.00 156.56 67.84 J-3 6.00 496.55 339.00 157.55 68.27 J-4 10.50 496.54 339.00 157.54 68.27 J-5 16.50 496.09 327.00 169.09 73.27 J-6 0.00 496.54 328.00 168.54 73.03 J-7 7.50 496.30 330.00 166.30 72.07 J-8 6.00 496.28 329.00 167.28 72.49 J-9 21.00 496.12 323.00 173.12 75.02 J-10 10.50 493.73 312.00 181.73 78.75 J-11 0.00 496.60 311.00 185.60 80.43 J-12 0.00 494.18 305.00 189.18 81.98 J-13 0.00 493.17 307.00 186.17 80.67 J-14 12.00 493.79 314.00 179.79 77.91 J-15 15.00 491.34 318.00 173.34 75.12 J-16 4.50 494.25 315.00 179.25 77.67 J-17 10.50 493.97 314.00 179.97 77.99 J-18 13.50 494.01 313.00 181.01 78.44 J-19 15.00 491.75 313.00 178.75 77.46 J-21 18.00 491.34 309.00 182.34 79.01 J-22 12.00 491.22 310.00 181.22 78.53 J-23 0.00 491.42 305.00 186.42 80.78 J-24 4.50 491.74 312.00 179.74 77.89 J-25 6.00 491.37 304.00 187.37 81.20 J-26 18.00 491.06 309.00 182.06 78.89 J-27 0.00 493.35 295.00 198.35 85.95 J-28 36.00 490.43 311.00 179.43 77.75 J-29 22.50 490.91 322.00 168.91 73.19 J-30 0.00 491.57 322.00 169.57 73.48 J-31 28.50 492.28 318.00 174.28 75.52 J-32 3.00 494.97 320.00 174.97 75.82 J-33 6.00 494.62 316.00 178.62 77.40 J-34 0.00 494.88 318.00 176.88 76.65 J-35 1.50 494.91 316.00 178.91 77.53 J-36 9.00 494.66 316.50 178.16 77.20 J-37 3.00 496.17 331.00 165.17 71.57 J-38 9.00 494.64 315.00 179.64 77.84 J-39 0.00 495.30 322.00 173.30 75.10 J-40 19.50 495.99 329.00 166.99 72.36 J-41 12.00 496.62 339.50 157.12 68.08 J-42 18.00 496.05 333.00 163.05 70.66 J-43 12.00 496.03 326.00 170.03 73.68 J-44 15.00 496.64 341.00 155.64 67.44 J-45 9.00 496.18 335.00 161.18 69.85 J-46 12.00 496.16 334.00 162.16 70.27 J-47 0.00 496.24 328.00 168.24 72.90 J-48 15.00 495.75 324.00 171.75 74.43 FIRE FLOW SCENARIO#2 FH-10 0.00 489.36 308.00 181.36 78.59 FH-11 0.00 489.52 313.00 176.52 76.49 FH-12 0.00 489.50 313.00 176.50 76.48 FH-13 16.50 489.06 305.00 184.06 79.76 FH-14 0.00 494.06 315.00 179.06 77.59 FH-15 13.50 492.26 306.00 186.26 80.71 FH-16 0.00 493.60 307.00 186.60 80.86 FH-20 10.50 495.55 326.00 169.55 73.47 FH-21 0.00 495.97 329.00 166.97 72.35 F1-I-22 19.50 496.41 336.00 160.41 69.51 FH-23 9.00 496.33 338.00 158.33 68.61 FH-24 FH-24 3.00 495.04 315.00 180.04 78.02 FH-25 FH-25 19.50 495.56 317.50 178.06 77.16 F1{-26 30.00 495.62 321.00 174.62 75.67 FH-27 19.50 493.14 304.00 189.14 81.96 FH-28 9.00 489.80 324.50 165.30 71.63 FH-29 12.00 489.74 330.00 159.74 69.22 FH-30 27.00 494.74 320.00 174.74 75.72 FH-31 21.00 491.62 302.00 189.62 82.17 FH-32 19.50 493.83 299.00 194.83 84.43 FH-1A 0.00 489.75 316.00 173.75 75.29 FH-2A 21.00 490.54 316.00 174.54 75.63 FH-3A 0.00 489.82 320.00 169.82 73.59 FH-4A 0.00 494.55 318.00 176.55 76.50 J-1 0.00 496.85 342.00 154.85 67.10 J-2 0.00 496.55 340.00 156.55 67.84 J-3 6.00 496.54 339.00 157.54 68.27 J-4 10.50 496.53 339.00 157.53 68.26 J-5 16.50 496.04 327.00 169.04 73.25 J-6 0.00 496.53 328.00 168.53 73.03 J-7 7.50 496.28 330.00 166.28 72.05 J-8 6.00 496.25 329.00 167.25 72.48 2-9 21.00 496.07 323.00 173.07 75.00 J-10 10.50 493.75 312.00 181.75 78.76 J-11 0.00 496.61 311.00 185.61 80.43 J-12 0.00 494.46 305.00 189.46 82.10 J-13 0.00 493.31 307.00 186.31 80.73 J-14 12.00 493.81 314.00 179.81 77.92 2-15 15.00 489.54 318.00 171.54 74.33 J-16 4.50 494.20 315.00 179.20 77.65 2-17 10.50 493.95 314.00 179.95 77.98 J-18 13.50 493.96 313.00 180.96 78.42 J-19 15.00 490.08 313.00 177.08 76.74 J-21 18.00 489.51 309.00 180.51 78.22 J-22 12.00 489.39 310.00 179.39 77.74 J-23 0.00 489.28 305.00 184.28 79.86 2-24 4.50 490.07 312.00 178.07 77.16 J-25 6.00 489.35 304.00 185.35 80.32 J-26 18.00 489.13 309.00 180.13 78.06 J-27 0.00 493.83 295.00 198.83 86.16 J-28 36.00 488.51 311.00 177.51 76.92 J-29 22.50 489.15 322.00 167.15 72.43 J-30 0.00 489.81 322.00 167.81 72.72 2-31 28.50 490.88 318.00 172.88 74.91 2-32 3.00 494.69 320.00 174.69 75.70 2-33 6.00 494.51 316.00 178.51 77.36 J-34 0.00 494.62 318.00 176.62 76.54 J-35 1.50 494.82 316.00 178.82 77.49 J-36 9.00 494.54 316.50 178.04 77.15 J-37 3.00 496.10 331.00 165.10 71.54 2-38 9.00 494.52 315.00 179.52 77.79 J-39 0.00 495.08 322.00 173.08 75.00 J-40 19.50 495.90 329.00 166.90 72.32 J-41 12.00 496.61 339.50 157.11 68.08 J-42 18.00 495.98 333.00 162.98 70.62 2-43 12.00 495.95 326.00 169.95 73.65 J-44 15.00 496.62 341.00 155.62 67.44 J-45 9.00 496.12 335.00 161.12 69.82 2-46 12.00 496.10 334.00 162.10 70.24 2-47 0.00 496.20 328.00 168.20 72.89 J-48 15.00 495.68 324.00 171.68 74.39 FIRE FLOW SCENARIO#2 * * * * * * * * * * K Y P I P E S * * * * * * * * * * * * * Pipe Network Modeling Software * * * * Copyrighted by KYPIPE LLC * * Version 5 - February 2010 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Fri Aug 15 14:47:49 2014 Master File : c:\users\rabon metcalf\rme\projects\260-0426 ogg-creek meadows- s3p3\engineering\0426-s3p3-water-081814.KYP\0426-s3p3-water-081814.P2K ************************************************ SUMMARY OF ORIGINAL DATA ************************************************ UNITS SPECIFIED FLOWRATE = gallons/minute HEAD (HGL) = feet PRESSURE = psig PIPELINE DATA STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N AME #1 #2 (ft) (in) COEFF. LOSS COEFF. P-1 R-1 J-1 500.00 16.00 135.9163 0.74 P-2 3-1 3-44 712.54 16.00 135.9163 3.57 P-3 3-3 3-2 195.00 16.00 135.9163 0.74 P-4 3-3 3-4 294.00 16.00 135.9163 0.74 P-5 3-4 J-6 1207.00 16.00 135.9163 2.24 P-6 J-6 3-5 118.00 6.00 135.9163 0.91 P-7 3-5 FH-3 151.50 8.00 135.9163 0.40 P-8 FH-3 3-7 411.50 8.00 135.9163 0.74 P-9 3-7 FH-1 228.50 8.00 135.9163 0.40 P-10 FH-1 J-4 291.00 8.00 135.9163 0.00 P-11 3-7 J-8 161.50 3.00 139.0000 0.00 P-12 3-5 3-9 304.00 6.00 139.0000 6.00 P-13 3-9 FH-2 73.00 6.00 135.9163 0.74 P-14 FH-31 3-51 384.00 4.00 140.0000 0.57 P-15 FH-4 3-3 175.00 8.00 135.9163 0.00 2-16 3-11 J-50a 670.00 16.00 135.9163 0.00 P-17 3-11 3-12 1320.00 12.00 135.9163 0.74 P-18 3-12 3-52 398.31 8.00 135.9163 1.14 P-19 3-13 FH-7 172.00 8.00 135.9163 6.00 P-20 3-13 FH-16 344.00 8.00 135.9163 3.57 P-21 3-14 3-10 147.00 3.00 139.0000 0.00 2-22 3-14 FH-5 65.00 8.00 135.9163 0.40 P-23 FH-5 FH-14 204.00 8.00 135.9163 0.74 2-24 FH-14 3-16 134.00 8.00 135.9163 0.74 P-25 3-16 FH-6 153.00 8.00 135.9163 0.00 P-26 FH-14 3-17 268.00 3.00 139.0000 0.00 P-27 3-16 J-18 356.00 3.00 139.0000 0.00 P-28 FH-7 FH-15 361.00 8.00 135.9163 0.74 P-29 FH-15 FH-8 241.00 6.00 135.9163 0.74 P-30 FH-8 FH-31 290.00 6.00 135.9163 0.00 2-31 FH-15 3-21 321.00 6.00 135.9163 0.74 2-32 3-21 3-22 220.00 3.00 139.0000 0.00 FIRE FLOW SCENARIO#2 P-104 FH-32 3-27 699.10 12.00 139.0000 0.00 P-105 FH-31 FH-9 768.00 8.00 140.0000 0.74 P-14A FH-2 J-47 417.50 6.00 135.9163 1.31 P-148 J-47 FH-4 394.50 6.00 135.9163 0.00 P-168 J-50a J-6 1000.00 16.00 137.3678 0.00 P-28 J-44 3-41 116.54 16.00 135.9163 0.00 P-2C J-41 J-2 1070.93 16.00 135.9163 0.00 P-87a J-48 J-59a 115.00 8.00 138.3882 0.00 NODE DATA • NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 1021.00 307.00 FH-10 0.00 308.00 FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-20 10.50 326.00 FH-21 0.00 329.00 FH-22 19.50 336.00 FH-23 9.00 338.00 FH-24 FH-24 3.00 315.00 FH-25 FH-25 19.50 317.50 FH-26 30.00 321.00 FH-27 19.50 304.00 FH-28 9.00 324.50 FH-29 12.00 330.00 FH-30 27.00 320.00 FH-31 21.00 302.00 FH-32 19.50 299.00 FH-1A 0.00 316.00 FH-2A 21.00 316.00 FH-3A 0.00 320.00 FH-4A 0.00 318.00 J-1 0.00 342.00 J-2 0.00 340.00 J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-15 15.00 318.00 J-16 4.50 315.00 J-17 10.50 314.00 (::: J-18 13.50 313.00 J-19 15.00 313.00 J-21 18.00 309.00 FIRE FLOW SCENARIO#2 M.D.W. Centre - Phase One PIPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE PIPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ NAME #1 #2 LOSS LOSS VELO. 1000 1000 gpm ft ft ft/s ft/f ft/f P-i R-1 3-1 678.87 0.14 0.01 1.08 0.31 0.28 9-2 J-1 3-44 617.80 0.17 0.05 0.99 0.31 0.24 P-3 J-2 3-3 270.26 0.01 0.00 0.43 0.06 0.05 P-4 3-3 J-4 174.58 0.01 0.00 0.28 0.03 0.02 9-5 J-4 J-6 17.63 0.00 0.00 0.03 0.00 0.00 P-6 J-6 J-5 202.38 0.42 0.07 2.30 4.17 3.54 P-7 FH-3 3-5 132.96 0.06 0.00 0.85 0.43 0.40 P-8 3-7 FH-3 132.96 0.16 0.01 0.85 0.42 0.40 P-9 FH-1 3-7 146.46 0.11 0.01 0.93 0.50 0.48 P-10 J-4 FH-1 146.46 0.14 0.00 0.93 0.48 0.48 P-11 3-7 3-8 6.00 0.02 0.00 0.27 0.15 0.15 9-12 3-9 3-5 26.07 0.02 0.01 0.30 0.10 0.08 P-13 FH-2 3-9 47.07 0.02 0.00 0.53 0.28 0.24 P-14 FH-31 3-51 16.50 0.09 0.00 0.42 0.24 0.23 9-15 3-3 FH-4 89.68 0.03 0.00 0.57 0.19 0.19 P-16 3-11 J-50a 359.65 0.06 0.00 0.57 0.09 0.09 9-17 J-11 3-12 811.99 2.10 0.06 2.30 1.63 1.59 P-18 J-12 J-52 364.82 1.04 0.10 2.33 2.84 2.60 P-19 3-13 FH-7 262.67 0.24 0.26 1.68 2.94 1.41 9-20 FH-16 3-13 172.42 0.22 0.07 1.10 0.84 0.65 9-21 J-14 3-10 10.50 0.06 0.00 0.48 0.41 0.41 9-22 FH-5 3-14 194.92 0.05 0.01 1.24 0.96 0.81 P-23 FH-14 FH-5 194.92 0.17 0.02 1.24 0.90 0.81 P-24 J-16 FH-14 205.42 0.12 0.02 1.31 1.04 0.90 9-25 FH-6 J-16 223.42 0.16 0.00 1.43 1.05 1.05 P-26 FH-14 3-17 10.50 0.11 0.00 0.48 0.41 0.41 9-27 J-16 3-18 13.50 0.24 0.00 0.61 0.66 0.66 9-28 FH-7 FH-15 262.67 0.51 0.03 1.68 1.50 1.41 P-29 FH-8 FH-15 67.20 0.11 0.01 0.76 0.49 0.46 9-30 FH-8 FH-31 171.36 0.75 0.00 1.94 2.60 2.60 9-31 FH-15 J-21 316.37 2.60 0.15 3.59 8.57 8.10 P-32 J-21 J-22 12.00 0.12 0.00 0.54 0.53 0.53 9-33 3-21 FH-9 286.37 1.38 0.00 3.25 6.74 6.74 9-34 FH-13 FH-9 235.50 0.59 0.35 1.50 1.84 1.16 P-35 3-23 FH-13 123.47 0.15 0.06 0.79 0.50 0.35 9-36 FH-10 FH-13 128.53 0.20 0.10 0.82 0.57 0.38 9-37 FH-10 3-25 6.00 0.02 0.00 0.27 0.15 0.15 P-38 FH-11 FH-10 134.53 0.15 0.01 0.86 0.43 0.41 P-39 FH-11 J-26 18.00 0.39 0.00 0.82 1.12 1.12 9-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.04 0.04 P-41 FH-12 J-28 36.00 0.99 0.00 1.63 4.06 4.06 P-42 3-1 J-23 61.07 7.57 0.00 1.56 2.66 2.66 P-43 3-12 FH-32 447.17 0.62 0.00 1.27 0.50 0.50 9-44 3-27 3-23 62.41 4.54 0.00 1.59 2.77 2.77 9-45 R-2 3-11 1171.63 0.39 0.00 1.87 0.77 0.77 9-46 3-14 FH-16 172.42 0.22 0.00 1.10 0.65 0.65 9-47 FH-1A FH-11 188.53 0.22 0.02 1.20 0.79 0.73 9-48 FH-1A 3-15 15.00 0.20 0.01 0.68 0.82 0.80 9-49 3-19 FH-1A 101.64 0.31 0.02 1.15 1.00 0.95 P-50 3-19 J-24 4.50 0.01 0.00 0.20 0.09 0.09 P-51 FH-2A 3-19 121.14 0.45 0.00 1.37 1.33 1.31 P-52 FH-3A FH-1A 101.89 0.07 0.00 0.65 0.24 0.23 P-53 FH-3A J-29 22.50 0.66 0.01 1.02 1.73 1.70 P-54 FH-3A J-30 58.50 0.01 0.00 0.37 0.09 0.08 9-55 3-31 F1-1-3A 182.89 1.06 0.00 2.08 2.82 2.82 P-56 3-31 FH-2A 142.14 0.31 0.03 1.61 1.94 1.77 9-57 FH-4A 3-31 353.53 3.38 0.28 4.01 10.35 9.55 P-58 J-32 FH-4A 247.64 0.15 0.00 1.58 1.22 1.22 FIRE FLOW SCENARIO#2 FH-10 0.00 489.36 308.00 181.36 78.59 FH-11 0.00 489.52 313.00 176.52 76.49 FH-12 0.00 489.50 313.00 176.50 76.48 FH-13 16.50 489.06 305.00 184.06 79.76 FH-14 0.00 494.06 315.00 179.06 77.59 FH-15 13.50 492.26 306.00 186.26 80.71 FH-16 0.00 493.60 307.00 186.60 80.86 FH-20 10.50 495.55 326.00 169.55 73.47 FH-21 0.00 495.97 329.00 166.97 72.35 FH-22 19.50 496.41 336.00 160.41 69.51 FH-23 9.00 496.33 338.00 158.33 68.61 FH-24 FH-24 3.00 495.04 315.00 180.04 78.02 FH-25 FH-25 19.50 495.56 317.50 178.06 77.16 FH-26 30.00 495.62 321.00 174.62 75.67 FH-27 19.50 493.14 304.00 189.14 81.96 FH-28 9.00 489.80 324.50 165.30 71.63 FH-29 12.00 489.74 330.00 159.74 69.22 FH-30 27.00 494.74 320.00 174.74 75.72 FH-31 21.00 491.62 302.00 189.62 82.17 FH-32 19.50 493.83 299.00 194.83 84.43 FH-1A 0.00 489.75 316.00 173.75 75.29 FH-2A 21.00 490.54 316.00 174.54 75.63 FH-3A 0.00 489.82 320.00 169.82 73.59 FH-4A 0.00 494.55 318.00 176.55 76.50 3-1 0.00 496.85 342.00 154.85 67.10 3-2 0.00 496.55 340.00 156.55 67.84 3-3 6.00 496.54 339.00 157.54 68.27 3-4 10.50 496.53 339.00 157.53 68.26 3-5 16.50 496.04 327.00 169.04 73.25 J-6 0.00 496.53 328.00 168.53 73.03 3-7 7.50 496.28 330.00 166.28 72.05 3-8 6.00 496.25 329.00 167.25 72.48 J-9 21.00 496.07 323.00 173.07 75.00 3-10 10.50 493.75 312.00 181.75 78.76 3-11 0.00 496.61 311.00 185.61 80.43 3-12 0.00 494.46 305.00 189.46 82.10 3-13 0.00 493.31 307.00 186.31 80.73 J-14 12.00 493.81 314.00 179.81 77.92 3-15 15.00 489.54 318.00 171.54 74.33 3-16 4.50 494.20 315.00 179.20 77.65 3-17 10.50 493.95 314.00 179.95 77.98 3-18 13.50 493.96 313.00 180.96 78.42 J-19 15.00 490.08 313.00 177.08 76.74 3-21 18.00 489.51 309.00 180.51 78.22 3-22 12.00 489.39 310.00 179.39 77.74 J-23 0.00 489.28 305.00 184.28 79.86 J-24 4.50 490.07 312.00 178.07 77.16 J-25 6.00 489.35 304.00 185.35 80.32 J-26 18.00 489.13 309.00 180.13 78.06 J-27 0.00 493.83 295.00 198.83 86.16 3-28 36.00 488.51 311.00 177.51 76.92 3-29 22.50 489.15 322.00 167.15 72.43 J-30 0.00 489.81 322.00 167.81 72.72 J-31 28.50 490.88 318.00 172.88 74.91 J-32 3.00 494.69 320.00 174.69 75.70 3-33 6.00 494.51 316.00 178.51 77.36 3-34 0.00 494.62 318.00 176.62 76.54 3-35 1.50 494.82 316.00 178.82 77.49 3-36 9.00 494.54 316.50 178.04 77.15 3-37 3.00 496.10 331.00 165.10 71.54 J-38 9.00 494.52 315.00 179.52 77.79 3-39 0.00 495.08 322.00 173.08 75.00 3-40 19.50 495.90 329.00 166.90 72.32 J-41 12.00 496.61 339.50 157.11 68.08 J-42 18.00 495.98 333.00 162.98 70.62 J-43 12.00 495.95 326.00 169.95 73.65 J-44 15.00 496.62 341.00 155.62 67.44 3-45 9.00 496.12 335.00 161.12 69.82 3-46 12.00 496.10 334.00 162.10 70.24 3-47 0.00 496.20 328.00 168.20 72.89 J-48 15.00 495.68 324.00 171.68 74.39 SANITARY SEWER SYSTEM MAP WINSTORM HYDRAULIC ANALYSIS DATA stmOutput.txt WinStorm (STORM DRAIN DESIGN) Version 3. 05, Jan. 25, 2002Run @ 8/15/2014 4 :27 :29 PM PROJECT NAME : 260 JOB NUMBER 0426 PROJECT DESCRIPTION : Section 3, Phase Three DESIGN FREQUENCY 2 Years MEASUREMENT UNITS: ENGLISH OUTPUT FOR DESIGN FREQUENCY of: 2 Years Runoff Computation for Design Frequency. ID C Value Area Tc Tc Used Intensity Supply Q Total Q (acre) (min) (min) (in/hr) (cfs) (cfs) MH-1 0. 0 0. 00 10. 00 0. 00 0. 00 0 . 017 0. 017 MH-2 0. 0 0. 00 10 . 00 0. 00 0. 00 0. 040 0. 040 MH-3 0. 0 0. 00 10 . 00 0 . 00 0. 00 0. 003 0 . 003 MH-4 0 . 0 0. 00 10 . 00 0. 00 0. 00 0. 015 0 . 015 MH-5 0. 0 0. 00 10 . 00 0. 00 0. 00 0. 012 0 . 012 MH-6 0 . 0 0 . 00 10 . 00 0. 00 0. 00 0. 013 0 . 013 MH-7 0 . 0 0 . 00 10 .00 0 . 00 0 . 00 0 . 008 0 . 008 MH-8 0 . 0 0 .00 10. 00 0 .00 0 . 00 0 . 007 0. 007 9.-9 0 . 0 0 .00 10. 00 0 .00 0 . 00 0 . 008 0 . 008 MH-10 0 . 0 0 .00 10. 00 0 . 00 0 . 00 0 .000 0. 000 MH-11 0 . 0 0.00 10. 00 0 .00 0 .00 0.010 0. 010 MH-12 0 . 0 0. 00 10. 00 0. 00 0. 00 0 .012 0. 012 MH-13 0 . 0 0. 00 10. 00 0.00 0. 00 0. 010 0. 010 MH-14 0 . 0 0. 00 10. 00 0. 00 0 . 00 0 . 000 0. 000 MH-16 0 . 0 0.00 10. 00 0. 00 0. 00 0. 017 0. 017 MH-17 0. 0 0. 00 10. 00 0. 00 0. 00 0. 013 0. 013 MH-18 0. 0 0. 00 10 . 00 0. 00 0. 00 0.000 0 . 000 MH-19 0. 0 0. 00 10. 00 0. 00 0. 00 0. 003 0. 003 MH-20 0. 0 0. 00 10. 00 0. 00 0. 00 0. 007 0 . 007 MH-21 0. 0 0. 00 10 . 00 0 . 00 0. 00 0. 012 0 . 012 MH-23 0 . 0 0.00 10 . 00 0 . 00 0 . 00 0. 000 0 . 000 MH-26 0.0 0. 00 10 . 00 0 . 00 0. 00 0. 000 0 .000 MH-27 0.0 0.00 10 .00 0.00 0 . 00 0 .020 0 . 020 MH-29 0.0 0. 00 10.00 0 . 00 0 . 00 0. 000 0. 000 MH-33 0. 0 0. 00 10.00 0. 00 0 . 00 0 . 007 0. 007 MH-34 0 .0 0 .00 10. 00 0 .00 0 .00 0 . 013 0. 013 MH-35 0. 0 0 .00 10. 00 0.00 0. 00 0. 000 0. 000 MH-36 0. 0 0 . 00 10. 00 0 . 00 0 . 00 0 . 013 0 . 013 MH-37 0. 0 0 . 00 10. 00 0. 00 0. 00 0 . 000 0 . 000 MH-38 0. 0 0.00 10. 00 0 . 00 0. 00 0 . 010 0 . 010 MH-39 0. 0 0. 00 10. 00 0. 00 0. 00 0. 018 0. 018 MH-40 0. 0 0. 00 10. 00 0. 00 0 . 00 0. 003 0. 003 Page 1 stmOutput.txt MH-41 0 . 0 0. 00 10 . 00 0.00 0 .00 0 . 018 0. 018 4-42 0 . 0 0 . 00 10. 00 0. 00 0 . 00 0. 000 0. 000 _1H-44 0 . 0 0 . 00 10 . 00 0 . 00 0. 00 0. 036 0. 036 MH-45 0. 0 0.00 10. 00 0 . 00 0. 00 0. 000 0. 000 MH-46 0 . 0 0.00 10 . 00 0 . 00 0 . 00 0 . 046 0 . 046 MH-47 0 .0 0. 00 10 . 00 0 . 00 0.00 0 . 013 0. 013 0. 005 MH-48 0.0 0. 00 10 . 00 0 . 00 0. 00 0 .005 0 . 005 MH-49 0. 0 0 . 00 10 .00 0 .00 0 . 00 0 . 005 MH-50 0. 0 0 .00 10. 00 0. 00 0 . 00 0. 005 0 . 005 MH-51 0 . 0 0.00 10 . 00 0. 00 0 . 00 0. 005 0 . 005 MH-52 0. 0 0. 00 10. 00 0. 00 0 . 00 0. 000 0. 000 MH-53 0. 0 0. 00 10 . 00 0. 00 0. 00 0. 007 0. 007 MH-54 0 . 0 0 . 00 10. 00 0. 00 0 . 00 0 . 013 0. 0130 . 013 0. 012 MH-55 0.0 0. 00 10. 00 0.00 0 . 00 0 . 015 0 . 015 MH-56 0. 0 0. 00 10. 00 0. 00 0 . 00 MH-57 0 . 0 0. 00 10 . 00 0. 00 0. 00 0. 000 0 . 000 MH-58 0 . 0 0 .00 10 . 00 0 . 00 0. 00 0. 000 0 . 000 MH-59 0. 0 0. 00 10. 00 0 . 00 0 . 00 0. 010 0 . 010 MH-60 0 . 0 0 .00 10. 00 0 . 00 0 . 00 0 . 005 0. 005 MH-61 0 .0 0 .00 10. 00 0. 00 0. 00 0 .000 0 . 000 MH-62 0. 0 0 . 00 10. 00 0 . 00 0. 00 0. 017 0 . 017 MH-63 0. 0 0 . 00 10 .00 0 . 00 0.00 0. 008 0 .008 MH-64 0 . 0 0 .00 10. 00 0 .00 0 . 00 0 .000 0 .000 MH-65 0 . 0 0 .00 10. 00 0. 00 0 . 00 0 . 008 0. 008 MH-66 0. 0 0. 00 10. 00 0. 00 0 . 00 0 . 008 0 . 008 MH-67 0. 0 0. 00 10 .00 0. 00 0. 00 0 . 003 0 . 003 MH-68 0. 0 0 . 00 10.00 0 . 00 0. 00 0. 191 0 . 191 H-69 0 . 0 0. 00 10. 00 0 . 00 0 . 00 0 . 018 0 . 018 MH-70 0. 0 0. 00 10.00 0 . 00 0. 00 0. 007 0. 007 MH-71 0. 0 0. 00 10. 00 0. 00 0. 00 0 . 000 0 . 000 MH-72 0. 0 0. 00 10. 00 0. 00 0 . 00 0 . 025 0 . 025 MH-74 0 . 0 0. 00 10 . 00 0 . 00 0. 00 0. 020 0 . 020 MH-1B 0.0 0 . 00 10 .00 0 . 00 0 . 00 0. 000 0 .000 MH-75 0. 0 0 . 00 10.00 0 .00 0 . 00 0 .000 0. 000 MH-76 0 . 0 0 .00 10. 00 0. 00 0. 00 0 .000 0. 000 MH-77 0. 0 0.00 10. 00 0. 00 0. 00 0. 000 0. 000 MH-78 0. 0 0.00 10 . 00 0. 00 0. 00 0. 000 0. 000 MH-79 0. 0 0. 00 10.00 0 . 00 0 . 00 0 . 000 0 . 000 MH-80 0 . 0 0. 00 10 . 00 0. 00 0. 00 0. 000 0 . 000 MH-81 0.0 0 . 00 10. 00 0 .00 0 . 00 0 . 000 0 . 000 MH-82 0. 0 0. 00 10. 00 0. 00 0 . 00 0 .000 0. 000 MH-83 0. 0 0. 00 10. 00 0. 00 0 . 00 0. 000 0. 000 MH-84 0. 0 0.00 10. 00 0. 00 0. 00 0. 000 0. 000 MH-85 0.0 0.00 10 . 00 0. 00 0 . 00 0 . 000 0. 000 MH-86 0.0 0. 00 10 .00 0 . 00 0 . 00 0 . 000 0. 000 MH-87 0. 0 0. 00 10. 00 0 .00 0. 00 0 . 040 0. 040 MH-88 0. 0 0. 00 10. 00 0 .00 0 .00 0. 066 0 . 066 MH-90 0 . 0 0 .00 10 . 00 0 . 00 0. 00 0. 119 0. 119 MH-93 0. 0 0.00 10. 00 0. 00 0. 00 0. 000 0. 000 MH-94 0 .0 0. 00 10 .00 0 . 00 0 . 00 0 . 010 0. 010 MH-95 0.0 0. 00 10 . 00 0 . 00 0 .00 0 .010 0 . 010 Page 2 stmOutput.txt MH-96 0. 0 0 . 00 10 . 00 0. 00 0. 00 0 .000 0. 000 H-97 0. 0 0 . 00 10 . 00 0 . 00 0 . 00 0 . 005 0 . 005 :iH-98 0. 0 0 . 00 10.00 0 . 00 0. 00 0 . 021 0 . 021 MH-99 0. 0 0 . 00 10. 00 0 . 00 0. 00 0. 012 0. 012 MH-100 0. 0 0.00 10. 00 0. 00 0. 00 0 . 028 0 . 028 MH-101 0. 0 0. 00 10.00 0. 00 0. 00 0 . 021 0. 021 MH-102 0. 0 0 . 00 10. 00 0 . 00 0. 00 0 . 007 0. 007 MH 103 0 . 0 0 . 00 10. 00 0. 00 0. 00 0. 000 0. 000 MH-104 0 . 0 0 . 00 10. 00 0. 00 0. 00 0. 018 0. 018 MH-105 0.0 0.00 10. 00 0 . 00 0. 00 0 . 021 0. 021 MH-106 0 .0 0 .00 10. 00 0 .00 0 . 00 0 . 000 0.000 MH-107 0 . 0 0 .00 10. 00 0 .00 0 . 00 0 . 012 0.012 MH-108 0 .0 0 .00 10. 00 0 .00 0 . 00 0 . 020 0. 020 MH-109 0 .0 0. 00 10. 00 0. 00 0 .00 0 .017 0. 017 MH-110 0.0 0 . 00 10 . 00 0. 00 0. 00 0 . 017 0. 017 MH-111 0 . 0 0 . 00 10 . 00 0. 00 0. 00 0. 007 0. 007 MH-112 0 . 0 0. 00 10 . 00 0 . 00 0. 00 0. 020 0. 020 MH-113 0.0 0. 00 10. 00 0. 00 0 . 00 0 . 021 0. 021 Cumulative Junction Discharge Computations Node Node weighted Cumulat. Cumulat. Intens. User Additional Total I . D. Type C-Value Dr.Area Tc Supply Q Q in Node Disch. (acres) (min) (in/hr) cfs) (cfs) (cfs) H-1 CircMh 0.000 0. 00 57 . 65 2.23 0. 241 0. 00 0. 241 MH-2 CircMh 0.000 0. 00 60. 46 2. 16 0 . 281 0. 00 0. 281 MH-3 CircMh 0.000 0. 00 63. 99 2 . 07 0 . 380 0. 00 0. 380 MH-4 CircMh 0.000 0. 00 65.32 2 . 04 0 . 401 0. 00 0. 401 MH-5 CircMh 0 . 000 0. 00 66. 11 2 . 02 0. 413 0. 00 0. 413 MH-6 CircMh 0. 000 0. 00 67 . 66 1. 99 0. 426 0. 00 0 . 426 MH-7 CircMh 0.000 0. 00 69.22 1. 96 0 . 454 0. 00 0 . 454 MH-8 CircMh 0.000 0. 00 70. 14 1. 94 0 . 460 0. 00 0 . 460 MH-9 CircMh 0. 000 0. 00 71.36 1. 91 0. 488 0. 00 0. 488 MH-10 CircMh 0 . 000 0. 00 73. 96 1. 86 0 . 624 0. 00 0 . 624 MH-11 CircMh 0 . 000 0. 00 74 . 82 1. 85 0. 652 0 . 00 0 . 652 MH-12 CircMh 0 . 000 0. 00 76.51 1.82 0 . 663 0. 00 0 . 663 MH-13 CircMh 0 . 000 0. 00 78 .22 1.79 0. 673 0 . 00 0 . 673 MH-14 CircMh 0.000 0. 00 79. 46 1.77 0 . 673 0 . 00 0. 673 MH-15 CircMh 0 .000 0 . 00 80. 45 1.75 0. 673 0 . 00 0. 673 MH-16 CircMh 0 .000 0 . 00 82 . 40 1.72 0. 690 0 .00 0. 690 MH-17 CircMh 0 .000 0 . 00 83. 55 1.71 0.726 0.00 0 .726 MH-18 CircMh 0 . 000 0 . 00 84 . 36 1. 69 0.766 0. 00 0 .766 MH-19 CircMh 0.000 0. 00 127 . 02 1.25 1.261 0. 00 1. 261 MH-20 CircMh 0 . 000 0 . 00 127 . 82 1.24 1.268 0. 00 1.268 MH-21 CircMh 0.000 0 . 00 128 . 92 1.23 1.279 0 . 00 1 .279 MH-22 CircMh 0. 000 0 . 00 129. 57 1.23 1.279 0 . 00 1 . 279 MH-23 CircMh 0. 000 0. 00 131. 41 1.22 1.279 0. 00 1. 279 MH-24 CircMh 0. 000 0 . 00 131. 94 1.21 1.279 0. 00 1. 279 Page 3 stmOutput.txt MH-25 CircMh 0 . 000 0. 00 132 .25 1.21 1.279 0. 00 1.2790 . 00 0. 365 'H-26 CircMh 0 . 000 0. 00 112 .32 1. 37 0. 365 0. 00 0. 424 ..1H-27 CircMh 0.000 0. 00 113. 58 1. 36 0. 424 MH-28 CircMh 0. 000 0 . 00 114 . 65 1. 35 0 . 424 0 . 00 0 . 424 MH-29 CircMh 0. 000 0.00 115. 51 1.34 0 . 431 0. 00 0. 431 MH-30 CircMh 0 . 000 0.00 118 . 13 1. 32 0. 431 0 . 00 0. 431 MH-31 CircMh 0.000 0 . 00 119. 51 1 . 31 0 . 431 0 .00 0. 431 MH-32 CircMh 0. 000 0. 00 120. 15 1. 30 0 . 451 0 . 00 0.451 MH-33 CircMh 0. 000 0 . 00 121 .74 1.29 0. 457 0. 00 0 . 457 MH-34 CircMh 0. 000 0. 00 123 . 97 1.27 0. 470 0. 00 0. 470 0 MH-35 CircMh 0 . 000 0 . 00 10. 00 6. 33 0. 040 0 . 00 0.0. 00 0 . 00440 MH-36 CircMh 0 .000 0. 00 0 . 00 0. 00 0. 013 0. 00 0. 013 MH-37 CircMh 0. 000 0. 00 10 . 00 6. 33 0 . 013 0 . 00 0. 023 MH-38 CircMh 0. 000 0 . 00 10 . 00 6. 33 0 . 023 0 . 00 0. 018 MH-39 CircMh 0. 000 0. 00 0. 00 0. 00 0 . 018 MH-40 CircMh 0 . 000 0 . 00 17 . 89 4 .72 0. 117 0 . 00 0. 117 MH-41 CircMh 0 . 000 0. 00 19. 99 4 . 43 0. 135 0. 00 0. 135 MH-42 CircMh 0 . 000 0. 00 0 . 00 0. 00 0 . 000 0. 00 0. 000 MH-43 CircMh 0.000 0. 00 13. 07 5. 57 0 . 000 0.00 0. 000 0. 00 0 . 0360 MH-44 CircMh 0. 000 0. 00 0. 00 0 . 00 0 . 036 MH-45 CircMh 0 .000 0 . 00 10. 00 6. 33 0. 050 0. 00 0 . 050 MH-46 CircMh 0 . 000 0 . 00 10 . 00 6. 33 0. 096 0 . 00 0 . 0960 .00 0 . 013 MH-47 CircMh 0 .000 0.00 0.00 0. 00 0. 013 MH-48 CircMh 0.000 0. 00 0. 00 0. 00 0 . 005 0 .00 0 . 005 MH-49 CircMh 0. 000 0. 00 10 . 00 6. 33 0 . 010 0. 00 0 . 010 MH-50 CircMh 0. 000 0 . 00 10. 00 6. 33 0. 015 0. 00 0 . 0150 . 00 0. 020 MH-51 CircMh 0 . 000 0 . 00 10. 00 6. 33 0. 020 0. 00 0. 020 H-52 CircMh 0 .000 0. 00 10. 00 6. 33 0. 020 AH-53 CircMh 0.000 0. 00 0. 00 0. 00 0. 007 0. 00 0. 020 0. 00 0 . 0137 MH-54 CircMh 0. 000 0.00 0.00 0. 00 0 . 013 MH-55 CircMh 0. 000 0. 00 10 . 00 6. 33 0. 025 0. 00 0 . 025 MH-56 CircMh 0. 000 0 . 00 10. 00 6. 33 0 . 040 0 . 00 0. 040 MH-57 CircMh 0. 000 0. 00 10.00 6.33 0 .040 0 . 00 0 . 040 LS CircMh 0. 000 0 . 00 132.25 1.21 1.279 0. 00 1.279 MH-58 CircMh 0.000 0 .00 111.40 1. 38 0. 365 0 . 00 0. 365 MH-59 CircMh 0 . 000 0. 00 110 . 40 1. 39 0 . 365 0.00 0. 365 MH-60 CircMh 0 . 000 0. 00 12 . 92 5 . 60 0 . 111 0. 00 0. 1111 MH-61 CircMh 0 . 000 0. 00 10. 51 6. 19 0 . 106 0. 00 0 .0. 00 0 . 11106 MH-62 CircMh 0. 000 0 . 00 0. 00 0 . 00 0 . 017 0 . 00 0. 244 MH-63 CircMh 0. 000 0 . 00 109. 17 1. 40 0.244 MH-64 CircMh 0. 000 0 . 00 10. 00 6. 33 0. 089 0. 00 0. 089 MH-65 CircMh 0 . 000 0.00 108 . 13 1. 41 0.236 0. 00 0. 236 MH-66 CircMh 0. 000 0.00 106.74 1. 42 0. 228 0. 00 0 . 228 MH-67 CircMh 0 . 000 0. 00 105. 19 1. 44 0. 195 0. 00 0 . 195 MH-68 CircMh 0 . 000 0. 00 103. 87 1. 45 0 . 192 0. 00 0 . 192 MH-69 CircMh 0 . 000 0. 00 10.00 6.33 0 .025 0. 00 0 . 025 MH-70 CircMh 0 .000 0 . 00 0. 00 0. 00 0.007 0. 00 0 . 007 MH-71 CircMh 0. 000 0. 00 10. 00 6. 33 0. 064 0 . 00 0. 064 MH-73 CircMh 0. 000 0 . 00 10. 00 6. 33 0. 089 0. 00 0. 089 MH-72 CircMh 0. 000 0 . 00 0. 00 0 . 00 0. 025 0. 00 0. 025 MH-74 CircMh 0 . 000 0.00 0 .00 0. 00 0 . 020 0 . 00 0 . 020 Page 4 stmOutput.txt MH-1B CircMh 0. 000 0.00 59. 42 2. 18 0.241 0 . 00 0 .241 'H-75 CircMh 0 . 000 0 .00 0 . 00 0 . 00 0. 000 0 . 00 0. 000 _1H-76 CircMh 0. 000 0 . 00 16. 56 4 . 93 0 . 000 0. 00 0 . 000 MH-77 CircMh 0. 000 0 . 00 49. 36 2 . 49 0 . 000 0. 00 0. 000 MH-78 CircMh 0.000 0. 00 71.25 1 . 92 0 . 000 0. 00 0. 000 MH-79 CircMh 0.000 0. 00 84 . 05 1.70 0 . 000 0. 00 0 . 000 MH-80 CircMh 0. 000 0. 00 92 . 65 1. 58 0 . 000 0. 00 0. 000 MH-80 CircMh 0.000 0. 00 0. 00 0. 00 0. 000 0 . 00 0. 000 MH-81 CircMh 0 . 000 0. 00 0 . 00 0. 00 0. 000 0 .00 0. 000 MH-82 CircMh 0 .000 0 . 00 17 . 44 4 . 79 0.000 0. 00 0. 000 MH-83 CircMh 0 . 000 0 . 00 34 . 67 3. 16 0. 000 0. 00 0. 000 MH-84 CircMh 0. 000 0. 00 58 . 16 2 . 22 0 . 000 0 . 00 0. 000 MH-85 CircMh 0. 000 0. 00 0. 00 0 . 00 0 . 000 0 . 00 0. 000 MH-86 CircMh 0. 000 0. 00 0. 00 0. 00 0. 000 0 . 00 0. 000 MH-87 CircMh 0.000 0. 00 50 . 70 2. 44 0 . 040 0. 00 0. 040 MH-88 CircMh 0.000 0. 00 54 . 64 2. 32 0 . 106 0. 00 0. 106 MH-90 CircMh 0 . 000 0. 00 56.31 2.27 0. 224 0. 00 0 .224 MH-91 CircMh 0. 000 0. 00 56. 84 2. 25 0 .224 0 . 00 0.224 MH-92 CircMh 0. 000 0. 00 57 . 01 2 .25 0.224 0 . 00 0 . 224 MH-89 CircMh 0. 000 0 . 00 55. 12 2. 30 0 . 106 0 . 00 0 . 106 MH-93 CircMh 0. 000 0. 00 10. 68 6. 14 0. 068 0. 00 0 . 068 MH-94 BoxMh 0. 000 0. 00 12 . 32 5.74 0. 099 0. 00 0 . 099 MH-95 CircMh 0. 000 0. 00 15. 26 5. 15 0. 114 0. 00 0 . 114 MH-96 CircMh 0 . 000 0 . 00 16. 91 4 . 87 0. 114 0. 00 0 . 114 MH-97 CircMh 0. 000 0 . 00 0 . 00 0 . 00 0. 005 0 . 00 0 . 005 MH-98 CircMh 0 . 000 0 . 00 0. 00 0 .00 0.021 0 . 00 0 .021 MH-99 CircMh 0. 000 0. 00 10. 00 6. 33 0 . 068 0 . 00 0 . 068 'H-100 CircMh 0. 000 0. 00 10.00 6.33 0. 056 0. 00 0 . 056 H1H-101 CircMh 0. 000 0. 00 10. 00 6.33 0 . 028 0. 00 0. 028 MH-102 CircMh 0. 000 0. 00 0 .00 0. 00 0. 007 0. 00 0. 007 MH 103 CircMh 0 .000 0. 00 10.00 6. 33 0. 040 0. 00 0. 040 MH-104 CircMh 0. 000 0 . 00 0. 00 0. 00 0. 018 0. 00 0 . 018 MH-105 CircMh 0. 000 0. 00 0. 00 0 . 00 0. 021 0 . 00 0. 021 MH-106 CircMh 0. 000 0. 00 10. 00 6. 33 0 . 064 0. 00 0. 064 MH-107 CircMh 0.000 0. 00 10 . 00 6. 33 0 . 048 0 . 00 0. 048 MH-108 CircMh 0 . 000 0. 00 0 .00 0. 00 0. 020 0. 00 0 . 020 MH-109 CircMh 0. 000 0. 00 0. 00 0. 00 0 . 017 0. 00 0 . 017 MH-110 CircMh 0. 000 0 . 00 0 . 00 0.00 0. 017 0. 00 0 . 017 MH-111 CircMh 0. 000 0 .00 0 . 00 0. 00 0. 007 0 . 00 0.007 MH-112 CircMh 0. 000 0 . 00 0. 00 0 . 00 0 . 020 0 . 00 0 .020 MH-113 CircMh 0. 000 0. 00 0. 00 0 .00 0. 021 0 . 00 0. 021 Conveyance Configuration Data Run# Node I.D. Flowline Elev. US DS US DS Shape # Span Rise Length Slope n_value (ft) (ft) (ft) (ft) (ft) (%) 1 MH-1 MH-1B 328 . 49 321. 14 Circ 1 0 . 00 0. 67 367 . 38 2. 00 0 . 013 Page 5 stmOutput.txt 2 MH-2 MH-3 316. 64 313. 56 Circ 1 0 . 00 0. 67 499. 00 0. 62 0 . 013 MH-3 MH-4 313. 46 312. 25 Circ 1 0. 00 0. 67 202 . 24 0. 60 0 . 013 4 MH-4 MH-5 312 . 15 311. 41 Circ 1 0 . 00 0. 67 121. 99 0. 61 0. 013 5 MH-5 MH-6 311. 31 309. 87 Circ 1 0. 00 0 . 67 241 . 44 0. 60 0 . 013 6 MH-6 MH-7 309.77 308 .29 Circ 1 0. 00 0. 67 246. 37 0. 60 0 .013 7 MH-7 MH-8 308 . 19 307 . 30 Circ 1 0. 00 0 . 67 147 . 45 0. 60 0 . 013 8 MH-8 MH-9 307 .20 306.03 Circ 1 0 . 00 0 . 67 196.23 0 . 60 0. 013 9 MH-9 MH-10 305. 93 303.39 Circ 1 0 . 00 0 . 67 422 . 47 0 . 60 0 . 013 10 MH-10 MH-11 303.29 302 . 40 Circ 1 0. 00 0 . 67 147 .73 0 . 60 0. 013 11 MH-11 MH-12 302 . 30 300 . 54 Circ 1 0.00 0. 67 295.04 0 . 60 0. 013 12 MH-12 MH-13 300. 37 299. 35 Circ 1 0. 00 0 . 83 256.72 0. 40 0 . 013 13 MH-13 MH-14 299.25 298 . 50 Circ 1 0. 00 0. 83 188 . 82 0 . 40 0 . 013 14 MH-14 MH-15 298 . 40 297 . 80 Circ 1 0 . 00 0 . 83 149. 65 0. 40 0. 013 15 MH-15 MH-16 297 .70 296. 50 Circ 1 0 . 00 0 . 83 298 .28 0. 40 0. 013 16 MH-16 MH-17 296. 40 295. 70 Circ 1 0. 00 0 . 83 175. 36 0. 40 0. 013 17 MH-17 MH-18 295. 60 295. 10 Circ 1 0 . 00 0.83 124 . 67 0. 40 0. 013 18 MH-18 MH-19 293. 20 292. 00 Circ 1 0 . 00 0 . 83 298 . 65 0. 40 0 . 013 19 MH-19 MH-20 291. 90 291 . 34 Circ 1 0 . 00 0 . 83 139. 67 0. 40 0. 013 20 MH-20 MH-21 291. 24 290 . 50 Circ 1 0. 00 0.83 186. 82 0. 40 0. 013 21 MH-21 MH-22 290. 40 288 . 86 Circ 1 0 . 00 0. 83 161 . 35 0. 95 0. 013 22 MH-22 MH-23 288.76 284 . 49 Circ 1 0. 00 0.83 450 . 41 0 . 95 0 . 013 23 MH-23 MH-24 284 . 39 283. 15 Circ 1 0. 00 0 . 83 130 . 50 0. 95 0 .013 24 MH-24 MH-25 283. 05 282 . 36 Circ 1 0 . 00 0 .83 74 . 19 0. 93 0 .013 25 MH-25 LS 272. 11 272 . 00 Circ 1 0 .00 1 . 00 10. 00 1 . 10 0 . 013 26 MH-26 MH-27 302 . 64 301. 99 Circ 1 0 . 00 0 . 67 162 . 75 0 . 40 0. 013 27 MH-27 MH-28 301. 89 301. 32 Circ 1 0 . 00 0 . 67 143. 59 0. 40 0. 013 28 MH-28 MH-29 301. 22 300.76 Circ 1 0 . 00 0 . 67 115. 30 0. 40 0 . 013 9 MH-29 MH-30 299. 66 298 .23 Circ 1 0. 00 0. 67 355 . 67 0. 40 0 . 013 30 MH-30 MH-31 298 . 13 297 . 38 Circ 1 0 . 00 0. 67 187 . 88 0. 40 0 . 013 31 MH-31 MH-32 297 .28 296. 94 Circ 1 0. 00 0. 67 86. 22 0. 39 0. 013 32 MH-32 MH-33 296. 84 295. 96 Circ 1 0. 00 0. 67 218 . 72 0. 40 0 . 013 33 MH-33 MH-34 295.86 294 . 65 Circ 1 0. 00 0. 67 304 . 23 0 . 40 0. 013 34 MH-34 MH-19 294 . 55 292 .86 Circ 1 0 . 00 0 . 67 421. 50 0 . 40 0. 013 35 MH-35 MH-18 294 .21 293. 58 Circ 1 0 . 00 0 .50 79.73 0 . 79 0 . 013 36 MH-36 MH-37 303. 59 300.78 Circ 1 0 . 00 0 . 50 280. 68 1 . 00 0. 013 37 MH-37 MH-38 300. 68 298 . 00 Circ 1 0. 00 0 . 50 267 .72 1.00 0. 013 38 MH-38 MH-17 297 . 90 295. 93 Circ 1 0 .00 0 . 50 197 . 55 1.00 0 . 013 39 MH-39 MH-11 305. 66 302 .78 Circ 1 0. 00 0. 50 252. 96 1. 14 0 . 013 40 MH-40 MH-41 305. 15 304 . 35 Circ 1 0. 00 0 . 67 200 . 60 0 . 40 0 . 013 41 MH-41 MH-10 304 . 25 303. 39 Circ 1 0. 00 0. 67 214 .24 0. 40 0 . 013 42 MH-42 MH-43 314 . 65 314 . 32 Circ 1 0. 00 0. 67 82 .72 0. 40 0 . 013 43 MH-43 MH-3 314 .22 313. 56 Circ 1 0. 00 0. 67 166. 00 0 . 40 0. 013 44 MH-44 MH-45 330.30 321. 81 Circ 1 0. 00 0. 50 396. 50 2 . 14 0. 013 45 MH-45 MH-46 321.71 316. 71 Circ 1 0. 00 0. 50 499. 51 1. 00 0 . 013 46 MH-46 MH-3 316. 61 313.73 Circ 1 0. 00 0. 50 294 . 82 0. 98 0 . 013 47 MH-47 MH-45 322.89 322 .20 Circ 1 0 . 00 0 . 50 68 . 50 1 . 01 0. 013 48 MH-48 MH-49 303. 30 302. 59 Circ 1 0 .00 0 . 50 79. 09 0 . 90 0. 013 49 MH-49 MH-50 302. 49 301. 01 Circ 1 0 . 00 0 . 50 145. 85 1 . 01 0. 013 50 MH-50 MH-51 300 . 91 299. 44 Circ 1 0 . 00 0 . 50 147 . 85 0 . 99 0. 013 51 MH-51 MH-52 299. 34 297 . 87 Circ 1 0. 00 0. 50 147 . 05 1.00 0 . 013 52 MH-52 MH-32 297 . 60 296. 96 Circ 1 0. 00 0. 67 159. 13 0 . 40 0. 013 Page 6 stmOutput.txt 53 MH-53 MH-29 302. 46 300. 92 Circ 1 0. 00 0. 50 153.25 1 .00 0 . 013 4 MH-54 MH-55 308 .74 307 . 67 Circ 1 0 . 00 0. 50 136.07 0 . 79 0. 013 35 MH-55 MH-56 307 . 57 305. 87 Circ 1 0 . 00 0. 50 216. 39 0.79 0 . 013 56 MH-56 MH-57 305.77 303. 12 Circ 1 0. 00 0. 50 338 . 40 0.78 0 . 013 57 MH-57 MH-27 302 . 95 301 . 99 Circ 1 0. 00 0. 67 239. 11 0. 40 0 . 013 58 MH-58 MH-26 303. 37 302. 89 Circ 1 0 . 00 0. 67 118 . 88 0. 40 0. 013 59 MH-59 MH-58 304 . 86 303. 54 Circ 1 0 . 00 0. 50 166. 18 0. 79 0 . 013 60 MH-60 MH-59 306. 34 304 . 96 Circ 1 0. 00 0. 50 172 . 27 0 . 80 0 . 013 61 MH-61 MH-60 304 . 86 303. 53 Circ 1 0. 00 0. 50 251. 99 0. 53 0 . 013 62 MH-62 MH-61 303. 37 302 . 89 Circ 1 0 . 00 0. 50 154 . 44 0. 31 0. 013 63 MH-63 MH-59 307 . 00 304 . 96 Circ 1 0. 00 0. 50 204 . 68 1. 00 0. 013 64 MH-64 MH-61 309. 96 308 . 56 Circ 1 0 . 00 0 . 50 175. 68 0.80 0. 013 65 MH-65 MH-63 308 . 37 307 . 11 Circ 1 0 . 00 0. 50 157 . 35 0 . 80 0 . 013 66 MH-66 MH-65 310. 13 308 . 47 Circ 1 0 . 00 0 . 50 208 .26 0 . 80 0 . 013 67 MH-67 MH-66 311. 17 310.23 Circ 1 0. 00 0. 50 187 . 39 0. 50 0. 013 68 MH-68 MH-67 312 .07 311. 27 Circ 1 0 . 00 0. 50 159. 41 0 . 50 0 . 013 69 MH-69 MH-66 311. 95 310.23 Circ 1 0 . 00 0 . 50 214 . 88 0 .80 0 . 013 70 MH-70 MH-69 313.20 312 . 05 Circ 1 0. 00 0. 50 145 . 01 0.79 0 . 013 71 MH-73 MH-64 311. 49 310 . 06 Circ 1 0 . 00 0. 50 178 . 61 0. 80 0. 013 72 MH-71 MH-73 312 . 51 311. 59 Circ 1 0 . 00 0. 50 114 . 50 0 . 80 0. 013 73 MH-72 MH-73 315. 99 311. 59 Circ 1 0. 00 0. 50 244 . 30 1. 80 0 . 013 74 MH-74 MH-9 308 . 57 306. 43 Circ 1 0. 00 0. 50 214 . 00 1. 00 0 . 013 75 MH-1B MH-2 321. 04 316. 74 Circ 1 0 . 00 0 . 67 215. 00 2. 00 0. 013 76 MH-75 MH-76 328 .75 323. 50 Circ 1 0. 00 0. 50 345. 49 1 . 52 0. 013 77 MH-76 MH-77 323. 40 319. 75 Circ 1 0. 00 0. 50 263.76 1. 38 0. 013 78 MH-77 MH-78 319. 65 315. 57 Circ 1 0 . 00 0 . 50 263. 96 1 . 55 0. 013 79 MH-78 MH-79 315. 47 314 .77 Circ 1 0 . 00 0 . 50 87 .21 0. 80 0.013 0 MH-79 MH-80 314 . 67 313. 39 Circ 1 0 . 00 0. 50 161.03 0.79 0 . 013 82 MH-80 MH-68 313.29 312 . 17 Circ 1 0. 00 0. 50 139. 50 0 . 80 0. 013 83 MH-81 MH-82 331. 58 326. 04 Circ 1 0 .00 0 . 50 363. 98 1. 52 0 . 013 84 MH-82 MH-83 325. 94 323. 52 Circ 1 0. 00 0. 50 207 .71 1. 17 0 . 013 85 MH-83 MH-84 323. 42 317 . 03 Circ 1 0. 00 0. 50 377 . 81 1. 69 0 . 013 86 MH-84 MH-79 316. 93 314 .77 Circ 1 0 . 00 0 . 50 242 . 13 0. 89 0. 013 87 MH-85 MH-82 327 .21 326. 04 Circ 1 0. 00 0. 50 77 . 82 1. 50 0. 013 88 MH-86 MH-87 337 . 19 335.56 Circ 1 0. 00 0 . 50 203. 85 0. 80 0 . 013 89 MH-87 MH-88 335. 46 332 . 57 Circ 1 0 . 00 0. 50 361. 11 0 . 80 0. 013 90 MH-88 MH-89 332. 47 332 . 00 Circ 1 0. 00 0 . 50 59. 13 0. 79 0. 013 91 MH-89 MH-90 331. 90 330. 76 Circ 1 0 . 00 0. 50 143. 15 0 . 80 0. 013 92 MH-90 MH-91 330 . 66 330. 01 Circ 1 0 . 00 0 . 50 80.20 0. 81 0. 013 93 MH-91 MH-92 329. 91 329.70 Circ 1 0 . 00 0 . 50 25. 46 0 . 82 0 .013 94 MH-92 MH-1 329. 60 328 . 59 Circ 1 0. 00 0. 67 100 .88 1. 00 0. 013 95 MH-96 MH-40 305.82 305. 45 Circ 1 0. 00 0. 67 92 . 69 0. 40 0. 013 96 MH-95 MH-96 306. 55 305. 92 Circ 1 0 . 00 0 . 67 157 . 11 0. 40 0. 013 97 MH-97 MH-95 309.73 306. 82 Circ 1 0 . 00 0 . 50 145. 55 2. 00 0 . 013 98 MH-94 MH-95 307 .71 306. 65 Circ 1 0. 00 0 . 67 265. 00 0. 40 0. 013 99 MH-93 MH-94 309. 17 307 .86 Circ 1 0 . 00 0. 50 171. 41 0. 76 0. 013 100 MH-98 MH-94 309. 13 307 . 86 Circ 1 0. 00 0. 50 157 . 21 0 . 81 0 . 013 101 MH-99 MH-93 310. 74 309. 27 Circ 1 0. 00 0. 50 146. 66 1 . 00 0. 013 102 MH-100 MH-99 314 . 75 310. 84 Circ 1 0. 00 0 . 50 390. 53 1. 00 0. 013 103 MH-101 MH-100 318 .26 314 . 85 Circ 1 0. 00 0. 50 341. 44 1 . 00 0 . 013 104 MH-102 MH-101 319. 54 318 . 36 Circ 1 0. 00 0. 50 117 . 65 1. 00 0 . 013 Page 7 stmOutput.txt 105 MH 103 MH-35 295. 49 294 . 50 Circ 1 0. 00 0. 50 123. 35 0.80 0. 013 06 MH-104 MH 103 296. 64 295. 59 Circ 1 0. 00 0. 50 132 .75 0.79 0. 013 107 MH-105 MH 103 297 . 49 295. 59 Circ 1 0 . 00 0. 50 380. 00 0. 50 0 . 013 108 MH-106 MH-71 313. 50 312 . 75 Circ 1 0 . 00 0. 50 112 . 73 0. 67 0. 013 109 MH-107 MH-106 320. 47 314 . 00 Circ 1 0 . 00 0 . 50 323.13 2 . 00 0. 013 110 MH-108 MH-107 324 . 82 320. 57 Circ 1 0 . 00 0 . 50 233. 18 1 . 82 0 . 013 111 MH-109 MH-106 318 . 37 314 . 50 Circ 1 0 . 00 0. 50 193. 14 2.00 0 .013 112 MH-110 MH-107 324 . 25 320. 57 Circ 1 0 . 00 0 . 50 245.27 1. 50 0 . 013 113 MH-111 MH-4 316.44 313. 65 Circ 1 0 .00 0 . 50 139. 89 1. 99 0 . 013 114 MH-112 MH-7 310 .73 308 .50 Circ 1 0.00 0 . 50 222. 11 1. 00 0 . 013 115 MH-113 MH-19 296.28 292. 34 Circ 1 0 . 00 0 . 50 494 .72 0. 80 0. 012 Conveyance Hydraulic Computations . Tailwater = 0. 000 (ft) Hydraulic Gradeline Depth Velocity June Run# US Elev DS Elev Fr.Slope Unif. Actual Unif. Actual Q Cap Loss (ft) (ft) (%) (ft) (ft) (f/s) (f/s) (cfs) (cfs) (ft) 1* 328 . 66 321. 31 0 .039 0. 17 0 . 17 3. 46 3 . 46 0.24 1.73 0. 000 2 316.89 313.77 0 . 052 0.25 0 .25 2 . 36 2 . 36 0 . 28 0. 96 0. 000 3 313.76 312 . 52 0. 096 0 . 30 0. 30 2 . 53 2 . 53 0 . 38 0. 95 0. 000 4* 312 . 45 311.71 0 . 107 0 .30 0. 30 2 . 58 2 . 58 0 . 40 0. 95 0. 000 5* 311. 62 310.18 0 . 113 0. 31 0. 31 2 . 60 2 . 60 0. 41 0. 95 0 . 000 6 310. 08 308 . 60 0 . 121 0. 31 0.31 2 . 62 2 . 62 0 . 43 0 . 95 0 . 000 7 308. 51 307 . 62 0. 137 0 . 32 0. 32 2 . 68 2. 68 0. 45 0 . 95 0 . 000 307 . 53 306. 35 0. 141 0 . 33 0.33 2. 66 2 . 66 0. 46 0. 95 0 . 000 9 306. 27 303. 69 0. 159 0 . 34 0. 34 2.72 2.72 0. 49 0. 95 0 . 000 10 303. 69 302.76 0.259 0. 40 0. 40 2. 86 2. 86 0 . 62 0. 95 0 . 000 11 302 .71 300. 94 0.283 0. 41 0. 41 2 . 90 2 . 90 0. 65 0. 95 0 . 000 12 300 . 78 299. 69 0 . 094 0. 41 0 . 41 2 . 50 2 . 50 0 . 66 1. 37 0 . 000 13 299. 66 298 . 84 0 . 096 0 . 41 0. 41 2 .54 2 . 54 0. 67 1. 37 0 . 000 14 298 .81 298 . 14 0.096 0 .41 0 . 41 2 . 54 2 . 54 0 . 67 1 . 37 0. 000 15 298 . 11 296. 84 0.096 0. 41 0. 41 2 . 54 2 . 54 0. 67 1. 38 0. 000 16 296. 82 296. 09 0. 101 0. 42 0. 42 2. 55 2 . 55 0. 69 1. 37 0 . 000 17 296.03 295. 48 0 . 112 0. 43 0 . 43 2 . 58 2 . 58 0.73 1. 37 0 . 000 18 293. 64 292 . 52 0. 125 0. 44 0. 52 2 . 62 2. 13 0.77 1. 37 0 . 000 19 292. 52 291. 88 0. 338 0. 62 0. 62 2 . 90 2 . 90 1. 26 1. 37 0 . 000 20 291. 88 291. 00 0. 342 0. 64 0. 64 2 . 85 2 . 85 1 . 27 1. 36 0. 000 21* 290. 87 289. 33 0. 348 0. 47 0. 47 4 . 10 4 . 10 1.28 2. 12 0 . 000 22* 289.23 284 . 96 0 .348 0. 47 0 . 47 4 . 08 4 .08 1.28 2. 11 0 . 000 23* 284 . 86 283. 62 0 . 348 0. 47 0 . 47 4 . 08 4 . 08 1.28 2 . 11 0 . 000 24* 283. 52 282 . 83 0 . 348 0. 47 0 . 47 4 . 05 4 . 05 1. 28 2 . 09 0. 000 25* 272 . 51 272. 40 0. 129 0 . 40 0. 40 4 . 30 4 . 30 1 . 28 3.74 0. 000 26 302 . 96 302 .26 0 .089 0 . 32 0. 32 2. 16 2 . 16 0 . 36 0.77 0 . 000 27 302.25 301. 63 0. 120 0 . 36 0. 36 2. 23 2 . 23 0 . 42 0 .77 0. 000 28 301. 58 301.07 0. 120 0. 36 0 . 36 2 . 23 2 .23 0. 42 0 .77 0 . 000 29 300.02 298 . 54 0. 124 0. 36 0.36 2.26 2 .26 0. 43 0.78 0. 000 30 298 .49 297 . 69 0. 124 0.36 0. 36 2 . 26 2 .26 0. 43 0.77 0. 000 31 297 . 64 297 .25 0 . 124 0. 36 0. 36 2 .26 2 .26 0. 43 0 . 77 0. 000 Page 8 stmOutput.txt 32 297 .21 296.26 0. 135 0 . 37 0 . 37 2 .28 2. 28 0. 45 0.78 0 . 000 '3 296.23 294 . 97 0. 139 0. 37 0. 37 2 .28 2 .28 0.46 0.77 0. 000 34 294 . 93 293. 18 0. 148 0. 38 0. 38 2. 30 2 . 30 0 . 47 0 .78 0. 000 35* 294 . 30 293. 67 0. 005 0. 09 0. 09 1. 53 1. 53 0 . 04 0 . 50 0 . 000 36* 303. 64 300. 83 0 . 001 0. 05 0 . 05 1. 16 1 . 16 0 . 01 0. 56 0 . 000 37* 300.73 298 .05 0 . 001 0 . 05 0.05 1. 16 1. 16 0 . 01 0. 56 0. 000 38* 297 . 97 296. 03 0. 002 0 . 07 0. 10 1.40 0. 85 0. 02 0.56 0. 000 39* 305.72 302 .84 0 . 001 0 .06 0. 06 1. 37 1. 37 0 . 02 0. 60 0. 000 40* 305. 33 304 . 53 0. 009 0. 18 0. 18 1. 59 1. 59 0 . 12 0. 77 0 . 000 41* 304 .44 303. 69 0 . 012 0. 19 0 . 30 1 . 66 0 .89 0 . 14 0.78 0. 000 42* 314 . 65 314 . 32 0 . 000 0 . 00 0. 00 0 . 11 0 . 11 0.00 0 .77 0. 000 43* 314 . 22 313.76 0. 000 0 . 00 0.20 0 . 11 0 . 00 0 . 00 0 .77 0 . 000 44* 330 . 37 321.88 0. 004 0.07 0. 07 2 . 12 2 . 12 0 . 04 0 . 82 0 .000 45* 321.81 316. 81 0 . 008 0. 10 0 . 10 1.76 1 .76 0 . 05 0 . 56 0. 000 46* 316.75 313. 87 0 .029 0. 14 0 . 14 2 . 11 2 . 11 0. 10 0 . 55 0. 000 47* 322. 94 322 . 25 0 . 001 0 . 05 0.05 1. 19 1. 19 0 . 01 0. 56 0. 000 48* 303. 33 302 . 62 0. 000 0 . 03 0. 03 0 . 85 0. 85 0 . 00 0. 53 0. 000 49* 302 . 54 301.06 0. 000 0. 05 0.05 1. 10 1. 10 0 . 01 0. 57 0 . 000 50* 300. 97 299. 50 0. 001 0. 06 0.06 1.24 1.24 0 . 01 0. 56 0 . 000 51* 299. 40 297 . 93 0 . 001 0. 06 0. 06 1. 37 1. 37 0. 02 0 . 56 0. 000 52* 297 . 67 297 .21 0 . 000 0. 07 0. 25 0. 93 0 . 17 0. 02 0 .78 0 . 000 53* 302. 50 300 . 96 0 . 000 0. 04 0 . 04 0 . 96 0 . 96 0. 01 0. 56 0 . 000 54* 308 .80 307 .73 0. 001 0. 06 0 . 06 1. 10 1 . 10 0 . 01 0. 50 0 . 000 55* 307 . 65 305. 95 0. 002 0 . 08 0 .08 1. 34 1. 34 0 . 02 0. 50 0 . 000 56* 305. 87 303.22 0. 005 0 . 10 0. 10 1. 51 1. 51 0 . 04 0. 50 0. 000 57* 303. 05 302 .25 0 . 001 0. 10 0 .26 1. 15 0 . 32 0. 04 0 .78 0.000 58 303. 69 303. 16 0. 089 0. 32 0.32 2. 16 2. 16 0. 36 0.78 0. 000 9 305. 18 303. 82 0 . 423 0. 32 0. 32 2 .79 2 .79 0. 36 0. 50 0. 000 60* 306. 50 305. 18 0 . 039 0 . 16 0 .22 2 . 06 1. 36 0 . 11 0. 50 0. 000 61* 306. 59 306. 50 0 . 035 0 . 17 0. 50 1.74 0 . 54 0 . 11 0. 41 0 . 000 62* 306. 59 306. 59 0. 001 0 . 08 0 . 50 0. 84 0. 08 0. 02 0. 31 0 . 000 63 307 .23 305. 18 0. 190 0.23 0.23 2 .76 2 .76 0.24 0. 56 0. 000 64* 310. 10 308 .70 0. 025 0. 14 0. 14 1. 93 1. 93 0. 09 0 . 50 0. 000 65 308 . 61 307 .24 0 . 177 0.24 0.24 2. 52 2 . 52 0. 24 0. 50 0 . 000 66 310. 37 308 . 61 0 .165 0. 24 0. 24 2 . 49 2 . 49 0. 23 0. 50 0 . 000 67 311. 42 310 . 37 0 . 121 0. 25 0 . 25 2 . 02 2 . 02 0 . 19 0. 40 0 . 000 68 312. 32 311 . 42 0. 116 0 . 24 0.24 2 . 01 2 . 01 0 . 19 0 . 40 0 . 000 69* 312 .03 310. 37 0. 002 0 . 08 0. 14 1. 34 0. 57 0. 02 0 . 50 0. 000 70* 313.24 312 . 09 0. 000 0. 04 0. 04 0. 90 0. 90 0. 01 0. 50 0 . 000 71* 311. 63 310.20 0. 025 0. 14 0 . 14 1. 93 1 . 93 0.09 0 . 50 0. 000 72* 312 . 63 311.71 0 . 013 0 . 12 0. 12 1. 75 1.75 0 . 06 0. 50 0 . 000 73* 316.05 311. 65 0 .002 0 . 06 0 .06 1. 79 1.79 0. 02 0.75 0 . 000 74* 308 . 63 306. 49 0.001 0 . 06 0.06 1. 37 1. 37 0 .02 0. 56 0 .000 75* 321.21 316. 91 0.039 0 . 17 0. 17 3. 46 3. 46 0.24 1 .73 0 . 000 76* 328 .75 323. 50 0.000 0 .00 0. 00 0. 35 0.35 0.00 0. 69 0.000 77* 323. 40 319.75 0. 000 0 .00 0. 00 0. 13 0. 13 0 . 00 0 . 66 0. 000 78* 319. 65 315. 57 0. 000 0 . 00 0. 00 0. 20 0 . 20 0 . 00 0. 70 0 . 000 79* 315. 47 314 .77 0 .000 0 . 00 0. 00 0. 27 0. 27 0 . 00 0. 50 0 . 000 80* 314 . 67 313.39 0. 000 0. 00 0. 00 0. 31 0. 31 0 . 00 0. 50 0 . 000 82* 313. 30 312 . 32 0. 000 0. 01 0 . 15 0 . 21 0. 00 0. 00 0. 50 0 . 000 83* 331. 58 326. 04 0 . 000 0. 00 0. 00 0 . 35 0. 35 0. 00 0 . 69 0. 000 Page 9 stmOutput.txt 84* 325. 94 323.52 0. 000 0. 00 0. 00 0.20 0.20 0 . 00 0 . 61 0 . 000 5* 323. 42 317 . 03 0. 000 0. 00 0. 00 0.27 0. 27 0. 00 0. 73 0 . 000 o6* 316. 93 314 . 77 0. 000 0 . 00 0. 00 0. 16 0. 16 0. 00 0. 53 0. 000 87* 327 .21 326.04 0. 000 0. 00 0. 00 0. 35 0. 35 0 .00 0 . 69 0. 000 88* 337 . 19 335. 56 0 . 000 0. 00 0. 00 0 . 07 0 . 07 0. 00 0. 50 0 .000 89* 335. 55 332. 66 0. 005 0. 09 0. 09 1. 53 1. 53 0 . 04 0 . 50 0. 000 90* 332 . 63 332. 16 0 .035 0. 16 0. 16 2. 01 2 . 01 0. 11 0. 50 0 . 000 91* 332. 06 330 . 92 0. 035 0. 16 0. 16 2 . 01 2 . 01 0. 11 0. 50 0 . 000 92 330. 89 330. 14 0 . 160 0.23 0. 23 2. 50 2. 50 0.22 0. 51 0 . 000 93 330. 14 329. 83 0 . 160 0 . 23 0.23 2 . 51 2 . 51 0.22 0 . 51 0. 000 94* 329. 79 328 .78 0. 034 0. 19 0. 19 2 . 64 2 . 64 0.22 1. 23 0. 000 95* 305. 99 305. 62 0. 009 0. 17 0. 17 1. 58 1. 58 0. 11 0.77 0. 000 96* 306.72 306.09 0. 009 0. 17 0. 17 1 . 58 1. 58 0 . 11 0. 78 0 . 000 97* 309. 76 306. 85 0. 000 0 . 03 0. 03 1. 12 1. 12 0. 00 0. 79 0 . 000 98* 307 . 87 306. 81 0. 007 0. 16 0. 16 1. 50 1 . 50 0 . 10 0. 77 0. 000 99* 309. 30 307 . 99 0. 015 0. 13 0. 13 1. 74 1. 74 0. 07 0. 49 0 . 000 100* 309. 20 307 . 93 0. 001 0. 07 0. 07 1.28 1.28 0. 02 0. 50 0. 000 101* 310.86 309. 39 0. 015 0. 12 0. 12 1. 93 1. 93 0. 07 0. 56 0 . 000 102* 314 . 86 310 . 95 0. 010 0 . 11 0. 11 1.84 1. 84 0 . 06 0. 56 0. 000 103* 318 .34 314 . 93 0. 002 0 . 08 0. 08 1. 49 1. 49 0. 03 0 . 56 0 .000 104* 319. 58 318 . 40 0. 000 0. 04 0 . 04 0. 96 0. 96 0.01 0. 56 0. 000 105* 295. 58 294 . 59 0. 005 0 . 09 0.09 1 . 53 1. 53 0 . 04 0. 50 0. 000 106* 296. 71 295. 66 0. 001 0. 07 0 . 07 1.20 1. 20 0. 02 0 . 50 0 . 000 107* 297 . 57 295 . 67 0 . 001 0. 08 0. 08 1. 08 1 . 08 0. 02 0. 40 0 . 000 108* 313. 63 312. 88 0. 013 0. 13 0. 13 1 . 64 1 . 64 0 . 06 0. 46 0. 000 109* 320.55 314 . 08 0. 007 0. 08 0. 08 2 .24 2 .24 0. 05 0. 79 0. 000 110* 324 . 88 320. 63 0 . 001 0. 06 0. 06 1. 66 1 . 66 0. 02 0. 76 0. 000 11* 318 . 42 314 . 55 0. 001 0 . 05 0.05 1. 62 1. 62 0 . 02 0 . 79 0. 000 112* 324 . 30 320. 62 0. 001 0 . 05 0. 05 1. 45 1. 45 0. 02 0. 69 0. 000 113* 316. 47 313. 68 0. 000 0. 03 0 . 03 1.23 1 . 23 0. 01 0. 79 0 . 000 114* 310.79 308 . 56 0. 001 0. 06 0. 06 1. 37 1. 37 0. 02 0 . 56 0. 000 115* 296. 35 292 . 52 0. 001 0.07 0. 18 1. 36 0. 33 0. 02 0 . 54 0 .000 END * Super critical flow. NORMAL TERMINATION OF WINSTORM. Warning Messages for current project: Runoff Frequency of: 2 Years Tailwater set to uniform depth elevation = 272 . 40 (ft) Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 24 Drop flowline elevation. Downstream HGL set to critical depth elevation at Run# 34 Drop flowline elevation. Downstream HGL set to critical depth elevation at Run# 17 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 105 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 106 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 107 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 37 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 51 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 36 Page 10 stmOutput.txt Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 50 rop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 49 drop flowline elevation. Downstream HGL set to critical depth elevation at Run# 28 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 53 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 48 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 39 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 55 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 64 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 70 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 108 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 80 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 109 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 111 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 110 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 112 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 54 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 79 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 86 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 85 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 74 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 95 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 78 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 84 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 97 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 104 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 77 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 83 rop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 87 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 76 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 113 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 42 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 47 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 88 Page 11