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{"sheet":"Info","index":0,"n_rows":43,"n_cols":1,"rows_kept":43,"cut":false,"hidden":false,"merged":[[28,0,28,3],[25,0,25,3],[39,0,39,3],[4,0,5,3],[64,0,64,3],[10,0,10,3],[11,0,11,3],[12,0,12,3],[14,0,14,3],[13,0,13,3],[6,0,6,3],[19,0,19,3],[22,0,22,3],[23,0,23,3],[24,0,24,3],[26,0,26,3],[27,0,27,3]]}
["GIS Stage Storage.xlsm V1.1"]
["2021-01-26"]
[]
["Description:"]
["This spreadsheet processes Elevation vs Pool area data files (.txt) created from ArcMap and converts the data into formats useable in the WinPond and SITES programs, or into a spreadsheet (.CSV) file. "]
[]
["It can also take Station vs Elevation cross section data for the centerline of dam and format it for earthwork quantity calculations in WinPond. This data can be pulled from a cross section file exported from ArcMap. "]
[]
["How to Use:"]
["1. Click Enable Content for Macros."]
["2. In the Stage Storage tab, click Import Elev vs Area from  ArcGIS to bring in data that was exported from GIS. A csv file is needed. The file needs Elevation (feet) in the 9th column, and Area (Sq Ft) in the 11th column.  [In Arc Toolbox use NRCS Engineering Tools -- Watershed Tools ---Watershed Shed Storage --- Calculate Stage Storage tool to create a Stage Storage Table. Open the table and Export Data as a text file using a .csv extension.]"]
["3. Optional: Use the CL Cross Section tab for importing the ground data along the CL. A cross section csv file is needed. The file needs Station (Feet) in the 3rd column and Elevation (Feet) in the 6th column. [In Arc Toolbox use NRCS Engineering Tools -- Field Office Tools ---Create Cross Section/Profiles tool to create a XYZ Points layer. Open the attribute table and Export Data as a text file using a .csv extension.]"]
["4. On the Stage Storage tab, enter the lowest elevation of the surface since this data was not exported from GIS. This elevation is typically the ditch bottom elevation along the CL of the dam. GIS tools might skip this low point so review your data when setting this."]
["5. Verify or update the WinPond values that you would like to have exported for this project."]
["6. Click the Export Data button and select the export format that you want to use."]
[]
["Limitations:"]
["SITES is limited to 20 elevation vs pool area data points"]
["WinPond is limited to 50 CL ground points of station vs elevation"]
["Depending on the spacing used, creating a CL cross section from a DEM might skip over the true low point."]
[]
["Spreadsheet Tab descriptions"]
["Info - Gives the user basic instructions and background information"]
["Stage Storage - The resulting Stage Storage information is displayed here. The user will run the Import and Export processes from this tab."]
["CL Cross Section - Station vs elevation is processed here in order to be exported to WinPond."]
["CL GIS - Station vs elevation data that is imported from GIS will be placed here."]
["GIS Ouput -Data that is exported from GIS is automatically placed here for processing."]
["Sheet 5- Incremental and Total storage computations are done here."]
["Sheet 1 & Sheet 3- Hidden tabs used for accumulating the areas and sorting the data."]
[]
["Program support:"]
["State Conservation Engineer"]
["USDA Natural Resources Conservation Service"]
["210 Walnut St, Room 693"]
["Des Moines, Iowa 50309-2180"]
["(515) 284-4135"]
[]
["Updates"]
["v1.1"]
["Removed the default WinPond entries for county and rainfall distribution due to NOAA Atlas 14 options. The user will select the county from the dropdown list in WinPond."]
[]
["v1.0"]
["Based on CAD Stage Storage.xlsm v1.0"]

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[{"$f":"Info!A1","v":"GIS Stage Storage.xlsm V1.1"},null,null,null,null,"Title:"]
[null,null,null,null,null,"Project:"]
[null,null,null,null,null,"Basin Description:"]
[]
[null,"Designed By:",null,null,null,null,"Checked By:",null,null,null,null,null,null,null,null,"Square Feet & Cubic Feet"]
[null,"Designed By Date:",null,null,null,null,"Checked By Date:",null,null,null,null,null,null,null,null,"Acres & Acre Feet"]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(MIN('CL Cross Section'!C8:C107)=0,\"No Cross Section Data is present\",\"Lowest elevation on the Cross Section is:\")","v":"No Cross Section Data is present"},{"$f":"IF(ISBLANK('CL Cross Section'!C5),\"\",'CL Cross Section'!C5)","v":""}]
[null,null,null,null,"Stage-Storage Results",null,null,null,null,null,null,"Lowest Elevation of Surface=",1148.5999999999999,null,null,"Square Feet & Cubic Feet"]
[null,null,"Average End Area",null,null,null,null,"Prismoidal",null,{"$f":"IF(M8>A14,\"Caution: Please input a lower elevation\",IF(M8>0,\"\",\"Caution: Enter a value greater than 0\"))","v":""}]
["Elev","Area","Incremental Storage","Cummulative Storage",null,"Elev","Area","Incremental Storage","Cummulative Storage",null,null,null,null,{"$f":"IF((N7=\"\"),\"\",(IF(ABS(N7-A14)>12,\"Caution: The cross section is >10' apart from the stage storage\",\"\")))","v":""}]
[]
["(Ft)","(Acres)","(Ac-Ft)","(Ac-Ft)",null,"(Ft)","(Sq Feet)","(Cu Feet)","(Cu Feet)"]
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[{"$f":"IF(Sheet5!D5,Sheet5!A5,\"\")","v":1149},{"$f":"IF(Sheet5!D5,Sheet5!P5,\"\")","v":0.01},{"$f":"IF(Sheet5!D5,Sheet5!R5,\"\")","v":0},{"$f":"IF(Sheet5!D5,Sheet5!S5,\"\")","v":0},null,{"$f":"IF(Sheet5!D5,Sheet5!A5,\"\")","v":1149},{"$f":"IF(Sheet5!D5,Sheet5!B5,\"\")","v":608},{"$f":"IF(Sheet5!D5,Sheet5!J5,\"\")","v":81},{"$f":"IF(Sheet5!D5,Sheet5!K5,\"\")","v":81},null,null,null,null,"Defaults for WinPond Export"]
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[{"$f":"IF(Sheet5!D11,Sheet5!A11,\"\")","v":1155},{"$f":"IF(Sheet5!D11,Sheet5!P11,\"\")","v":1.65},{"$f":"IF(Sheet5!D11,Sheet5!R11,\"\")","v":1.46},{"$f":"IF(Sheet5!D11,Sheet5!S11,\"\")","v":3.89},null,{"$f":"IF(Sheet5!D11,Sheet5!A11,\"\")","v":1155},{"$f":"IF(Sheet5!D11,Sheet5!B11,\"\")","v":72077},{"$f":"IF(Sheet5!D11,Sheet5!J11,\"\")","v":63338},{"$f":"IF(Sheet5!D11,Sheet5!K11,\"\")","v":167897},null,null,null,"Upstream Embankment Slope, Z:1",3]
[{"$f":"IF(Sheet5!D12,Sheet5!A12,\"\")","v":1156},{"$f":"IF(Sheet5!D12,Sheet5!P12,\"\")","v":2.12},{"$f":"IF(Sheet5!D12,Sheet5!R12,\"\")","v":1.89},{"$f":"IF(Sheet5!D12,Sheet5!S12,\"\")","v":5.78},null,{"$f":"IF(Sheet5!D12,Sheet5!A12,\"\")","v":1156},{"$f":"IF(Sheet5!D12,Sheet5!B12,\"\")","v":92400},{"$f":"IF(Sheet5!D12,Sheet5!J12,\"\")","v":82028},{"$f":"IF(Sheet5!D12,Sheet5!K12,\"\")","v":249925},null,null,null,"Downstream Embankment Slope, Z:1",3]
[{"$f":"IF(Sheet5!D13,Sheet5!A13,\"\")","v":1157},{"$f":"IF(Sheet5!D13,Sheet5!P13,\"\")","v":2.62},{"$f":"IF(Sheet5!D13,Sheet5!R13,\"\")","v":2.37},{"$f":"IF(Sheet5!D13,Sheet5!S13,\"\")","v":8.15},null,{"$f":"IF(Sheet5!D13,Sheet5!A13,\"\")","v":1157},{"$f":"IF(Sheet5!D13,Sheet5!B13,\"\")","v":114334},{"$f":"IF(Sheet5!D13,Sheet5!J13,\"\")","v":103173},{"$f":"IF(Sheet5!D13,Sheet5!K13,\"\")","v":353098},null,null,null,"Embankment Top Width, Feet",12]
[{"$f":"IF(Sheet5!D14,Sheet5!A14,\"\")","v":1158},{"$f":"IF(Sheet5!D14,Sheet5!P14,\"\")","v":3.15},{"$f":"IF(Sheet5!D14,Sheet5!R14,\"\")","v":2.89},{"$f":"IF(Sheet5!D14,Sheet5!S14,\"\")","v":11.040000000000001},null,{"$f":"IF(Sheet5!D14,Sheet5!A14,\"\")","v":1158},{"$f":"IF(Sheet5!D14,Sheet5!B14,\"\")","v":137124},{"$f":"IF(Sheet5!D14,Sheet5!J14,\"\")","v":125557},{"$f":"IF(Sheet5!D14,Sheet5!K14,\"\")","v":478655},null,null,null,"Embankment Settlement, %",5]
[{"$f":"IF(Sheet5!D15,Sheet5!A15,\"\")","v":1159},{"$f":"IF(Sheet5!D15,Sheet5!P15,\"\")","v":3.72},{"$f":"IF(Sheet5!D15,Sheet5!R15,\"\")","v":3.44},{"$f":"IF(Sheet5!D15,Sheet5!S15,\"\")","v":14.48},null,{"$f":"IF(Sheet5!D15,Sheet5!A15,\"\")","v":1159},{"$f":"IF(Sheet5!D15,Sheet5!B15,\"\")","v":161989},{"$f":"IF(Sheet5!D15,Sheet5!J15,\"\")","v":149384},{"$f":"IF(Sheet5!D15,Sheet5!K15,\"\")","v":628039},null,null,null,"Stripping Depth, Feet",0.5]
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[{"$f":"IF(Sheet5!D20,Sheet5!A20,\"\")","v":1164},{"$f":"IF(Sheet5!D20,Sheet5!P20,\"\")","v":6.57},{"$f":"IF(Sheet5!D20,Sheet5!R20,\"\")","v":6.28},{"$f":"IF(Sheet5!D20,Sheet5!S20,\"\")","v":40.220000000000006},null,{"$f":"IF(Sheet5!D20,Sheet5!A20,\"\")","v":1164},{"$f":"IF(Sheet5!D20,Sheet5!B20,\"\")","v":286181},{"$f":"IF(Sheet5!D20,Sheet5!J20,\"\")","v":273421},{"$f":"IF(Sheet5!D20,Sheet5!K20,\"\")","v":1748605}]
[{"$f":"IF(Sheet5!D21,Sheet5!A21,\"\")","v":1165},{"$f":"IF(Sheet5!D21,Sheet5!P21,\"\")","v":7.18},{"$f":"IF(Sheet5!D21,Sheet5!R21,\"\")","v":6.88},{"$f":"IF(Sheet5!D21,Sheet5!S21,\"\")","v":47.100000000000009},null,{"$f":"IF(Sheet5!D21,Sheet5!A21,\"\")","v":1165},{"$f":"IF(Sheet5!D21,Sheet5!B21,\"\")","v":312628},{"$f":"IF(Sheet5!D21,Sheet5!J21,\"\")","v":299307},{"$f":"IF(Sheet5!D21,Sheet5!K21,\"\")","v":2047912}]
[{"$f":"IF(Sheet5!D22,Sheet5!A22,\"\")","v":1166},{"$f":"IF(Sheet5!D22,Sheet5!P22,\"\")","v":7.84},{"$f":"IF(Sheet5!D22,Sheet5!R22,\"\")","v":7.51},{"$f":"IF(Sheet5!D22,Sheet5!S22,\"\")","v":54.610000000000007},null,{"$f":"IF(Sheet5!D22,Sheet5!A22,\"\")","v":1166},{"$f":"IF(Sheet5!D22,Sheet5!B22,\"\")","v":341480},{"$f":"IF(Sheet5!D22,Sheet5!J22,\"\")","v":326948},{"$f":"IF(Sheet5!D22,Sheet5!K22,\"\")","v":2374860}]
[{"$f":"IF(Sheet5!D23,Sheet5!A23,\"\")","v":1167},{"$f":"IF(Sheet5!D23,Sheet5!P23,\"\")","v":8.57},{"$f":"IF(Sheet5!D23,Sheet5!R23,\"\")","v":8.2100000000000009},{"$f":"IF(Sheet5!D23,Sheet5!S23,\"\")","v":62.820000000000007},null,{"$f":"IF(Sheet5!D23,Sheet5!A23,\"\")","v":1167},{"$f":"IF(Sheet5!D23,Sheet5!B23,\"\")","v":373106},{"$f":"IF(Sheet5!D23,Sheet5!J23,\"\")","v":357176},{"$f":"IF(Sheet5!D23,Sheet5!K23,\"\")","v":2732036}]
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{"sheet":"CL Cross Section","index":2,"n_rows":108,"n_cols":11,"rows_kept":108,"cut":false,"hidden":false,"merged":[[57,0,61,0]]}
[{"$f":"Info!A1","v":"GIS Stage Storage.xlsm V1.1"},null,null,null,null,"1) Import the Cross Section .csv file."]
[]
[]
[null,null,null,null,null,"2) Set the output # of decimals to use for:",null,null,null,"Station","Elevation"]
[null,"Lowest elevation found=",{"$f":"IF(MIN(C8:C107)=0,\"\",MIN(C8:C107))","v":""},null,null,null,null,null,null,1,1]
[null,null,"3) Review the resulting values",null,null,"Station in this column","Elevation"]
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