{"text_format":"1","workbook":"xlsx","n_sheets":13,"sheets":["Instructions","PROJ INFO","INLET","InletRmks","ORD Inlet","Inlet Input","ORD Desc","STORM","StormRmks","ORD Storm","Storm Input","Storm Inlet Calcs","LookupTables"],"not_rendered":{"charts":0,"images":12,"macros":0,"external_links":1,"defined_names":30,"comments":1,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"Instructions","index":0,"n_rows":26,"n_cols":3,"rows_kept":26,"cut":false,"hidden":false,"merged":[]}
[]
[null,"Inlet and Storm Drain with Instructions"]
[]
[null,"Inlet Comp Sheet"]
[null,"1.","Make sure you are in the NCDOT 4 in/hr scenario."]
[]
[null,"2.","Compute the 4 in/hr scenario (click 4inch/hour Scenario to highlight > then click green/white arrow box to run)."]
[null,"3.","Once successfully ran, close Summary box and open Flex Tables."]
[]
[null,"4.","Choose the Drainage Tab and double-click the NCDOT StormDrain_System_All_InletRpt to open."]
[]
[null,"5.","Organize Systems by right-clicking in any column header and choosing \"Sort Upstream->Downstream\" or \"Sort Downstream->Upstream\" or \"Sort Dendritic (Upstream->Downstream)\"."]
[null,"6.","Copy and paste the values into the StormDrain_ORD.xlsm spreadsheet in the ORD Inlet tab > Cell A3. The values will be sorted into the appropriate fields in the INLET tab."]
[null,null,"a. Quick tip:  You can click the blank square in the upper left hand corner to select all.  Then ctrl+C to copy.  Do not copy the headers."]
[]
[null,"Note:","Inlet Descriptions can be manually entered in the last column of ORD Inlet spreadsheet. "]
[]
[null,"Storm Comp Sheet"]
[null,"7.","Repeat process for STORM Calcs using NCDOT Design or Analysis and the NCDOT_StormDrain_System_All_StormRpt Flex Table, and pasting the table into the ORD Storm Tab."]
[]
[null,"To add Open-End Pipe Inlets to INLET Sheet"]
[null,"8.","Open the NCDOT StormDrain_System_OEP_InletRpt Flex Table and copy/paste to the bottom of ORD Inlet Table. Copy/Paste last column to under Feature Definition, then Delete originals to ensure INLET spreadsheet references the correct column. Enter \"OEP\" in Column W"]
[]
[null,"9.","You can print to a printer or to a PDF using this symbol (not currently working)"]
[]
[null,"10.","You can clear all the data fields by using this symbol         You will need to click on that symbol on both the Inlet and Storm tabs."]

{"sheet":"PROJ INFO","index":1,"n_rows":9,"n_cols":7,"rows_kept":9,"cut":false,"hidden":false,"merged":[]}
["CREATE DATE:",null,null,null,null,null," "]
["REV. DATE:"]
["I.D. NO.:"]
["PROJ. NO.:"]
["COUNTY:"]
["DESIGNED BY:"]
["REVD BY:"]
["DESCRIPTION:"]
["PATH:"]

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["CREATE DATE:",null,null,{"$f":"IF('PROJ INFO'!B1=\"\",\"\",'PROJ INFO'!B1)","v":""},null,null,null,null,null,null,null,null,"INLET COMPUTATION SHEET"]
["REV. DATE:",null,null,{"$f":"IF('PROJ INFO'!B2=\"\",\"\",'PROJ INFO'!B2)","v":""},null,null,null,null,null,null,null," "]
["I.D. NO.:",null,null,{"$f":"'PROJ INFO'!B3","v":0},null,null,null,null,"PROJ. NO.:",{"$f":"'PROJ INFO'!B4","v":0},null,null,null,"COUNTY:",{"$f":"'PROJ INFO'!B5","v":0},null,null,null,null,null,"DESIGNED BY:",{"$f":"'PROJ INFO'!B6","v":0},null,null,null,null,null,"Background Program Data - do not mess with!"]
["DESCRIPTION:",null,null,{"$f":"'PROJ INFO'!B8","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"REVD BY:",{"$f":"'PROJ INFO'!B7","v":0}]
[]
["LOCATION",null,null,null,null,null,null,null,"ROADWAY",null,"RUNOFF",null,null,null,null,null,null,"INLET",null,null,null,null,null,null,null,null,null,"Background\nProgram Data","Background\nProgram Data","1 means Node Type = 4, 5, 6, or 7.\n(Don't rpt Spread, Intercept, or Bypass.)"]
["SYSTEM","STRUCTURE\nNUMBER","ALIGNMENT","STATION","OFFSET",null,"DESCRIPTION"," ELEVATION\n(ft)","GRADE\n(ft/ft)","CROSS SLOPE\n(ft/ft)","DRAINAGE\nAREA (acres)","RUNOFF\nCOEFF.","TIME OF\nCONC. (min)","RAINFALL \nINT. (in/hr)","DISCHARGE\nFROM D.A. (cfs)","DISCHARGE\nCARRYOVR (cfs)","TOTAL\nDISCHARGE\n(cfs)","          SPREAD\n          (ft)","INTERCEPT\n(MAX)  (cfs)","BYPASS\n(cfs)","          BYPASS TO\n          INLET","\nREMARKS"]
[null,null,null,null,null,null,null,null,null,null,"D.A.","C","TC","I","QD.A.","QC","QT=\nQD.A.+QC",null,"QI(mx)","QB",null,null,null,"User Comments  (these columns do NOT print)",null,null,null,{"$f":"MAX(AB9:AB904)","v":0},{"$f":"SUM(AC9:AC904)","v":0},"Key"]
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["REV. DATE:",null,null,null,{"$f":"IF('PROJ INFO'!B2=\"\",\"\",'PROJ INFO'!B2)","v":""}]
["I.D. NO.:",null,null,null,{"$f":"'PROJ INFO'!B3","v":0},null,null,null,null,null,"PROJ. NO.:",{"$f":"'PROJ INFO'!B4","v":0},null,null,null,"COUNTY:",{"$f":"'PROJ INFO'!B5","v":0},null,null,null,null,null,null,null,null,"DESIGNED BY:",{"$f":"'PROJ INFO'!B6","v":0}]
["DESCRIPTION:",null,null,null,{"$f":"'PROJ INFO'!B8","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"REVD BY:",{"$f":"'PROJ INFO'!B7","v":0}]
[]
["LOCATION",null,null,null,null,null,"RUNOFF",null,null,null,null,null,null,null,"PIPE DESIGN",null,null,null,null,null,null,null,null,null,null,null,"\nREMARKS",null,null,null,null,null,"Background\nProgram Data","Background\nProgram Data","Background\nProgram Data"]
["SYSTEM","LINK","STRUCTURE\nNUMBER",null,null,null,"CUM. D.A.\n(acres)","SUM\n(C x A)","PIPE LENGTH (ft)","TIME OF\nCONCENTRATION\n(min)",null,null,"INTENSITY\n(in/hr)","DISCHG.\n(cfs)","INLET\nELEV. (ft)","OUTLET\nELEV. (ft)","SLOPE (ft/ft)","MINIMUM REQ'D\nSLOPE (ft/ft)","DIA. (in)","MATERIAL","EXISTING / ALT","LESSER of INLET\nvs PIPE CAP. (cfs)","VEL. (ft/s)","UPSTREAM\nBOX DEPTH (ft)","HGL ELEV. (ft)","FREEBOARD"]
[null,null,"FROM",null,"TO",null,null,"CA",null,"INLET","FLOW","DES","I","Q","TOP,\nINV","TOP,\nINV",null,null,null,null,null,null,null,null,null,null,null,null,"User Comments (these columns do NOT print)",null,null,null,{"$f":"MAX(AG9:AG904)","v":0},{"$f":"SUM(AH9:AH904)","v":0},"K"]
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{"sheet":"ORD Storm","index":9,"n_rows":2,"n_cols":25,"rows_kept":2,"cut":false,"hidden":false,"merged":[]}
["Subnetowrk Outfall","ID","Label","Start Node","Stop Node","System Drainage Area","Upstream Inlet C","System CA","Length","Upstream Inlet Tc","System Flow Time","System Intensity","Flow","Invert Start","Invert Stop","Slope Calcuated","Diameter","Catalog Class","Manning N","Capacity","Depth","Flow Capacity","Velocity","Upstream Hydrolic Gradeline"]
["STORM A",null,"STORM B","STORM C","STORM E","STORM G","N/A","STORM H","STORM I","STORM J","STORM K","STORM M","STORM N","Storm O is the Top Rim El of the Start Node and the invert elevation in this column","Storm P is the Top Rim El of the Stop Node and the invert elevation in this column","STORM Q","STORM S","RCP\nWelded Steel WS\naluminum A\nCorrugated Steel is S\nWe will work on","N/A",null,null,null,"STORM X","STORM Y","STORM Z =                STORM Y - Start Inlet Rim"]

{"sheet":"Storm Input","index":10,"n_rows":897,"n_cols":28,"rows_kept":897,"cut":false,"hidden":true,"merged":[]}
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[null,"STANDARD BOX CAPACITY-BASED ON INLET CONTROL ",null,null,null,null,null,null,null,"Print Flag (If 1 then printing is enabled, if 0 then printing is diabled.  Value controlled by macros.)"]
[null,"FOR MAXIMUM DEPTH IN A STANDARD CATCH BASIN",null,null,null,null,null,null,null,0]
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[null,null,null,null,null,"NCDOT Side Drain Pipe"]
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