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{"sheet":"Instructions & Site Layout","index":0,"n_rows":39,"n_cols":10,"rows_kept":39,"cut":false,"hidden":false,"merged":[[22,9,22,13],[36,9,36,13],[38,9,38,13],[24,9,24,13],[26,9,26,13],[28,9,28,13],[30,9,30,13],[32,9,32,13],[0,0,0,13],[4,0,4,13],[6,0,6,13],[8,0,8,13],[10,0,10,13],[2,0,2,13],[20,9,20,13],[11,0,11,13],[12,0,12,13],[14,1,14,13],[19,9,19,13],[18,0,18,13],[17,0,17,1]]}
["General Instructions to Complete LID Implementation Forms"]
[]
["YOU MUST ENABLE MACROS IN EXCEL to use this form. Please click on the Security warning that appears below the toolbar and select \"Allow\" or \"Options\". You may also need to \"Enable\" both Macros and Links.  If the warning does not appear, you may have to go to Options --> Trust Center --> Trust Center Settings --> Macros to allow the macros to run."]
[]
["REFER TO LID FORM INSTRUCTIONS TO COMPLETE THIS FORM USING APPROPRIATE DESIGN CRITERIA. Complete tabs \"Instructions & Site Layout\", \"Site Landscape Areas\", and \"Site Hardscape Areas\" for the ENTIRE SITE.\nAreas entered on this form should reflect the proposed site development as it is intended to be constructed. First, make a map of the proposed site and calculate/find drainage areas as shown in the tutorial. Refer to \nBMP factsheets to ensure that practices will function as intended so that areas managed are valid."]
[]
["New and re-development projects. Apply this form during the planning phase to preliminarily design the LID site and then refine the form at the design phase to confirm adequate areas have been managed. Consider first practices that prevent runoff from both landscape and hardscape areas, then size facilities to reduce runoff from the remaining areas."]
[]
["Retrofit projects. Apply this form to retrofit existing sites. Not all BMPs are applicable to retrofits; see BMP Suitability Matrix to ensure applicability. To take advantage of all the opportunities to reduce runoff from an existing site, complete the entire form. Excel hydrologic models provided may be used to size desired facilities using the sizing factor tables for each BMP."]
[]
["Paths to an LID Site Using this Form:"]
[{"$f":"CONCATENATE(\"TYPICAL PATHWAY: First, use the BMPs in sections A-E to reduce runoff from the site. Second, use BMPs in section F to manage any remaining runoff. BMPs on this form are the most beneficial, so try to use these before using BMPs in later steps.\")","v":"TYPICAL PATHWAY: First, use the BMPs in sections A-E to reduce runoff from the site. Second, use BMPs in section F to manage any remaining runoff. BMPs on this form are the most beneficial, so try to use these before using BMPs in later steps."}]
["PATHWAY FOR SPECIAL CASES: First, use the practices in sections A-E to reduce runoff from the site. Second, use practices in section F to manage remaining runoff. Third, use practices in Section H to improve water quality of runoff not captured onsite. "]
[]
[null,"Site Form: Steps to an LID Site & Sizing Facilities\nComplete Sections: \"Instructions & Site Layout\", \"Site Landscape Areas\", and \"Site Hardscape Areas\" ONCE for ENTIRE SITE"]
[]
["A. CREATE SITE LAYOUT & LID STRATEGY (ENTIRE SITE)"]
["Minimize Impervious Area"]
["These practices reduce the drainage area to be managed by Runoff BMPs  and reduce stormwater management costs (and some of them also reduce overall project costs). If not incorporated, provide justification. "]
[null,null,null,"Incorporated",null,"Not \nFeasible",null,"Not Applicable",null,"Justification if not incorporated"]
[1,"Shared parking spaces BMP"]
[]
[{"$f":"A21+1","v":2},"Minimize Pavement Widths BMP"]
[]
[{"$f":"A23+1","v":3},"Minimize Front Setbacks BMP"]
[]
[{"$f":"A25+1","v":4},"Share a Driveway BMP"]
[]
[{"$f":"A27+1","v":5},"Minimize Building Footprint(s) BMP"]
[]
[{"$f":"A29+1","v":6},"Minimize Roadway Cross Section(s) BMP"]
[]
[{"$f":"A31+1","v":7},"Minimize New Pavement BMP"]
[]
[]
["Limit Disturbance"]
[{"$f":"A33+1","v":8},"Construction Sequencing BMP"]
[]
[9,"Conserve Fast(er) Draining Soils BMP"]

{"sheet":"Site Landscape Areas","index":1,"n_rows":27,"n_cols":12,"rows_kept":27,"cut":false,"hidden":false,"merged":[[18,3,18,7],[24,1,24,7],[26,1,26,7],[1,0,1,13],[4,7,4,13],[8,0,8,12],[9,3,9,7],[17,0,17,12],[19,3,19,7],[2,0,2,13],[6,0,6,1]]}
["B. PREVENT RUNOFF FROM LANDSCAPE AREAS (ENTIRE SITE)"]
["Apply at least one BMP to landscape areas until no landscape area is left unmanaged.  Enter data in the blue squares.\nLandscape drainage areas include protected forests or single trees and any type of proposed landscape surface (lawn, garden, meadow, shrubs, forests, etc)"]
["Using the buttons: The BLUE button will open up a new spreadsheet for a particular BMP and link that worksheet to this form. If you would like to create more than one spreadsheet for that BMP to experiment with new numbers or additional BMPs, click on the BLUE button again.  You will be prompted to give the new spreadsheet a name so you will not confuse the two.  To link the new BMP spreadsheet to this form, click on the GRAY button, then click on any cell in the new spreadsheet.  Click on the ORANGE button to set this form back to zero. "]
[]
[10,"Enter Landscape Drainage Area. Enter total drainage area of landscape surfaces for the entire site.",null,null,null,"square feet"]
[]
["Limit Disturbance of Protected Landscape Areas"]
[]
["Apply these BMPs to landscape areas that will be protected in their natural, current, or restored state in the proposed development. These reduce the amount of impervious area to be managed by Runoff BMPs and reduce stormwater management costs (and some of them also reduce overall project costs)."]
[null,null,null,"Area Managed Equation",null,null,null,null,null,"Area Managed"]
[]
[{"$f":"A5+1","v":11},"Cluster Development BMP. Enter natural landscape areas protected from all development impacts in light blue box and multiply by value shown to calculate area managed","=",1,"x",null,null,"sf of BMP","=",{"$f":"D12*F12","v":0},"sf"]
[]
[{"$f":"A12+1","v":12},"Tree Protection BMP. Enter area of tree canopy farther than 10 feet from an impervious area and properly protected from all development impacts in the light blue box and multiply by value shown to calculate area managed.","=",1.5,"x",null,null,"sf of BMP","=",{"$f":"D14*F14","v":0},"sf"]
[]
["Prevent Runoff from Developed Landscape Areas"]
[]
["Apply these BMPs to any proposed landscape areas where disturbance has taken place. These reduce the amount of runoff to be managed in Runoff BMPs below."]
[null,null,null,"Area Managed Equation",null,null,null,null,null,"Area Managed"]
[{"$f":"A14+1","v":13},"Tree Planting BMP (Landscape). Enter the landscape area managed with trees.","=","Complete worksheet B1 to determine landscape area managed by Tree Planting BMP",null,null,null,null,"=",0,"sf","Complete worksheet B1 to determine landscape area managed by Tree Planting BMP"]
[]
[{"$f":"A20+1","v":14},"Restored Soils BMP. Enter area of newly disturbed or existing landscape to be restored and planted with perennial flowers, shrubs, grasses, and grass-likes in first box and multiply by value shown to calculate area managed.","=",1,"x",null,null,"sf of BMP","=",{"$f":"D22*F22","v":0},"sf"]
[]
[]
[{"$f":"A22+1","v":15},{"$f":"CONCATENATE(\"SECTION B AREA MANAGED SUBTOTAL: Calculate landscape areas managed with runoff prevention BMPs = Step \",A12,\" + Step \",A14,\" + Step \",A20,\" + Step \",A22,)","v":"SECTION B AREA MANAGED SUBTOTAL: Calculate landscape areas managed with runoff prevention BMPs = Step 11 + Step 12 + Step 13 + Step 14"},null,null,null,null,null,null,"=",{"$f":"SUM(J12:J23)","v":0},"sf"]
[]
[{"$f":"A25+1","v":16},{"$f":"CONCATENATE(\"Is Step \",A25,\" equal to or greater than Step \",A5,\"? If TRUE, then yes. If FALSE, then manage landscape areas until TRUE.\")","v":"Is Step 15 equal to or greater than Step 10? If TRUE, then yes. If FALSE, then manage landscape areas until TRUE."},null,null,null,null,null,null,"=",{"$f":"AND(D5>0, J25>=D5)","v":false}]

{"sheet":"WS B1","index":2,"n_rows":41,"n_cols":11,"rows_kept":41,"cut":false,"hidden":true,"merged":[[34,1,34,6],[36,0,36,10],[40,6,40,10],[1,0,1,10],[6,0,6,10],[20,0,20,10],[8,0,8,10],[22,0,22,10]]}
["WORKSHEET B1. TREE PLANTING (LANDSCAPE AREA) BMP WORKSHEET",null,"[View BMP Factsheet]",null,null,null,"[View BMP Suitability Matrix]"]
["Use this form to determine:\n1. The maximum landscape area that may be managed with newly planted/proposed trees.\n2. The landscape area managed by trees that may be entered in Site Landscape Areas for both deciduous and evergreen trees."]
["a.","Specify if the Tree Plantings will take place on the Entire Site or within specific Catchment #'s:"]
[]
["b.","Did you put the right tree in the right place? In other words, are all conditions met (especially soil volume) to plant tree(s) in a location where the tree(s) can grow to full maturity? If Yes, continue to step c. If No, then this location is unsuitable for newly planted trees, so enter 0 in Step 13 of the Site Landscape Areas Form.",null,null,"Enter Yes or No"]
[]
["Determine available proposed canopy of evergreen trees to manage landscape areas:"]
[]
["Evergreen (Landscape).  Calculate the total mature canopy for multiple evergreen trees to manage landscape area runoff. (If desired, trees within 10 feet of hardscape areas may be used to prevent runoff from hardscape using Worksheet E1 instead.)"]
[]
["c.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.","=","315 square feet","x",null,"# of small proposed trees","=",{"$f":"F11*315","v":0},null,"sf"]
[]
["d.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.","=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"F13*490","v":0},null,"sf"]
[]
["e.","Large Canopy (for trees with large mature canopy area spreads with a tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.","=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"F15*700","v":0},null,"sf"]
[]
["f.",{"$f":"CONCATENATE(\"Calculate available proposed evergreen canopy  = Step \",A11,\" + Step \",A13,\" + Step \",A15)","v":"Calculate available proposed evergreen canopy  = Step c. + Step d. + Step e."},null,null,null,null,null,null,{"$f":"SUM(I11:I15)","v":0},null,"sf"]
[]
["g.",{"$f":"CONCATENATE(\"Calculate landscape area that could be managed by proposed evergreen trees = Step \",A17,\" x value shown.\")","v":"Calculate landscape area that could be managed by proposed evergreen trees = Step f. x value shown."},"=",1.5,"x",{"$f":"I17","v":0},"square feet","=",{"$f":"D19*F19","v":0},null,"sf"]
[]
["Determine available proposed canopy of deciduous trees to manage landscape areas:"]
[]
["Deciduous (Landscape).  Calculate the total mature canopy for multiple deciduous trees to manage landscape area runoff. (If desired, trees within 10 feet of hardscape areas may be used to prevent runoff from hardscape using Worksheet E1 instead.)"]
[]
["h.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.","=",{"$f":"D11","v":"315 square feet"},"x",null,{"$f":"G11","v":"# of small proposed trees"},"=",{"$f":"F25*315","v":0},null,"sf"]
[]
["i.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.","=",{"$f":"D13","v":"490 square feet"},"x",null,{"$f":"G13","v":"# of med proposed trees"},"=",{"$f":"F27*490","v":0},null,"sf"]
[]
["j.","Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.","=",{"$f":"D15","v":"700 square feet"},"x",null,{"$f":"G15","v":"# of large proposed trees"},"=",{"$f":"F29*700","v":0},null,"sf"]
[]
["k.",{"$f":"CONCATENATE(\"Calculate available proposed deciduous canopy  = Step \",A25,\" + Step \",A27,\" + Step \",A29)","v":"Calculate available proposed deciduous canopy  = Step h. + Step i. + Step j."},null,null,null,null,null,null,{"$f":"SUM(I25:I30)","v":0},null,"sf"]
[]
["l.",{"$f":"CONCATENATE(\"Calculate landscape area that could be managed by proposed deciduous trees = Step \",A31,\" x value shown.\")","v":"Calculate landscape area that could be managed by proposed deciduous trees = Step k. x value shown."},"=",1,"x",{"$f":"I31","v":0},"square feet","=",{"$f":"D33*F33","v":0},null,"sf"]
[]
["m.",{"$f":"CONCATENATE(\"Calculate the total landscape area managed by proposed evergreen and deciduous trees = Step \",A19,\" + Step \",A33)","v":"Calculate the total landscape area managed by proposed evergreen and deciduous trees = Step g. + Step l."},null,null,null,null,null,"=",{"$f":"I19+I33","v":0},null,"sf"]
[]
["Determine area managed to enter on LID Implementation Form:"]
[]
["n.","Enter the actual landscape area where trees will be planted.","=",null,"sf"]
[]
["o.",{"$f":"CONCATENATE(\"The smaller of the values in Step \",A35,\" and Step \",A39,\" will be entered as the Area Managed in Step 13 in Site Landscape Areas.\")","v":"The smaller of the values in Step m. and Step n. will be entered as the Area Managed in Step 13 in Site Landscape Areas."},"=",{"$f":"IF(D39=0,0,MIN(I35,D39))","v":0},"sf",null,"Used to determine \"Area Managed\" on Site Landscape Areas form"]

{"sheet":"Site Hardscape Areas","index":3,"n_rows":28,"n_cols":9,"rows_kept":28,"cut":false,"hidden":false,"merged":[[6,1,6,2],[6,4,6,5],[6,7,6,8],[2,0,2,3],[4,0,4,8]]}
["INVENTORY OF SITE HARDSCAPE AREAS"]
[]
["Enter # of Catchments (drainage areas) in site",null,null,null,null,"     Must enter number here for hardscape area cells to appear"]
[]
["Enter total hardscape area for each catchment \n(rows appear when # of Catchments is entered above)\n• Hardscape areas include any pavement (including porous pavements) or roof."]
[]
[null,"Existing Hardscape",null,null,"New Hardscape",null,null,"Total Hardscape"]
[]
["Catchment 1",null,"sf",null,null,"sf",null,{"$f":"E9+B9","v":0},"sf"]
["Catchment 2",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 3",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 4",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 5",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 6",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 7",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 8",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 9",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 10",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 11",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 12",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 13",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 14",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 15",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 16",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 17",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 18",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 19",null,"sf",null,null,"sf",null,0,"sf"]
["Catchment 20",null,"sf",null,null,"sf",null,0,"sf"]

{"sheet":"Catchment Form","index":4,"n_rows":87,"n_cols":22,"rows_kept":87,"cut":false,"hidden":true,"merged":[[10,7,10,13],[2,0,2,5],[4,0,4,21],[6,7,6,13],[8,7,8,13],[5,0,5,13],[72,3,72,7],[74,3,74,7],[45,3,45,7],[12,0,12,21],[21,1,21,7],[23,0,23,21],[25,0,25,1],[25,3,25,7],[31,3,31,7],[34,1,34,7],[36,0,36,21],[39,3,39,7],[41,3,41,7],[43,3,43,7],[65,3,65,7],[80,0,80,1],[0,0,0,21],[79,0,79,21],[37,0,37,1],[49,0,49,1],[68,0,68,1],[77,1,77,7],[47,3,47,7],[51,0,51,13],[55,3,55,7],[57,3,57,7],[60,1,60,7],[62,0,62,21],[64,1,64,7],[67,0,67,21],[70,0,70,13]]}
["CATCHMENT FORM: STEPS TO AN LID SITE & SIZING FACILITIES\nSECTIONS D -- I (COMPLETE A SINGLE CATCHMENT FORM FOR EACH CATCHMENT)"]
[]
["Prioritizing BMP Selection: Priority should be taken to utilize BMP's from higher up in the sheet for most effective performance."]
[]
[{"$f":"CONCATENATE(\"C. Calculate Total Remaining Hardscape Drainage Area to be Managed (CATCHMENT \",D9,\") \",D85, \" square feet remaining \")","v":"C. Calculate Total Remaining Hardscape Drainage Area to be Managed (CATCHMENT ) 0 square feet remaining "}]
["Using the buttons: The BLUE button will open up a new spreadsheet for a particular BMP and link that worksheet to this form. If you would like to create more than one spreadsheet for that BMP to experiment with new numbers or additional BMPs, click on the BLUE button again.  You will be prompted to give the new spreadsheet a name so you will not confuse the two.  To link the new BMP spreadsheet to this form, click on the GRAY button, then click on any cell in the new spreadsheet.  Click on the ORANGE button to set this form back to zero. "]
[21,"Total # of Catchments (found from Site Hardscape Areas)",null,null,null,null,null,"A single Catchment Form needs to be completed for each Catchment."]
[]
[{"$f":"A7+1","v":22},"Enter the Catchment addressed by this Catchment Form (eg. 1, 2, 3, 4)"]
[]
[{"$f":"A9+1","v":23},"Total Hardscape Area (found from Site Hardscape Areas)",null,null,null,"sf",null,"Apply BMPs below applicable to hardscape areas until no area is left unmanaged."]
[]
[{"$f":"CONCATENATE(\"D. Prevent Runoff, Limit Hardscape Areas (CATCHMENT \",D9,\")\")","v":"D. Prevent Runoff, Limit Hardscape Areas (CATCHMENT )"},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}},{"$f":"CONCATENATE(\"E. PREVENT RUNOFF FROM HARDSCAPE AREAS (CATCHMENT \",#REF!,\")\")","v":{"$error":"#REF!"}}]
[]
[{"$f":"A11+1","v":24},"Depave Existing Pavement BMP. Enter area of existing hardscape pavement that will be removed to become landscape area. This # must be less than the number entered in #23.","=",1,"x",null,null,"sf of BMP","=",{"$f":"D15*F15","v":0},"sf"]
[]
[{"$f":"A15+1","v":25},"Limit Disturbance: Minimal Excavation Foundations BMP. Enter area of roof without a basement below to calculate area managed.","=",1,"x",null,null,"sf of BMP","=",{"$f":"D17*F17","v":0},"sf"]
[]
[{"$f":"A17+1","v":26},"Porous Pavement (Rainfall) BMP. Enter area of porous pavement that manages ONLY the rainfall it receives to calculate hardscape area managed. Complete Worksheet D1 if entering an area here.","=",1,"x",null,null,"sf of BMP","=",{"$f":"D19*F19","v":0},"sf"]
[]
[]
[{"$f":"A19+1","v":27},{"$f":"CONCATENATE(\"SECTION D AREA MANAGED SUBTOTAL: Calculate hardscape areas managed with runoff prevention BMPs = Step \",A15,\" + Step \",A17,\" + Step \",A19)","v":"SECTION D AREA MANAGED SUBTOTAL: Calculate hardscape areas managed with runoff prevention BMPs = Step 24 + Step 25 + Step 26"},null,null,null,null,null,null,"=",{"$f":"SUM(J15:J19)","v":0},"sf"]
[]
[{"$f":"CONCATENATE(\"E. Prevent Runoff From Hardscape Areas (CATCHMENT \",D9,\")\")","v":"E. Prevent Runoff From Hardscape Areas (CATCHMENT )"}]
[]
["These Runoff Prevention BMPs for hardscapes only partially reduce runoff. Direct remaining runoff to another BMP, preferably Runoff Reduction BMP, in subsequent sections.",null,null,"Area Managed Equation",null,null,null,null,null,"Area Managed"]
[]
[28,"Contained Planter(s) BMP and Vegetated Roofs (Green Roofs) BMP. Enter area where these BMPs are placed over hardscape drainage areas in the blue box and multiply by value shown to calculate area managed.","=",0.5,"x",null,null,"sf of BMP","=",{"$f":"D28*F28","v":0},"sf"]
[]
[29,"Limit Disturbance: Tree Protection BMP (Hardscape). Enter hardscape area to be managed by the canopy of existing trees in first box and multiply by value shown to calculate area managed.","=",0.5,"x",null,null,"sf of BMP","=",{"$f":"D30*F30","v":0},"sf"]
[]
[{"$f":"A30+1","v":30},"Tree Planting BMP (Hardscape). ONLY FOR AREAS OUTSIDE OF ANY OTHER BMP TREATMENT DRAINAGE AREAS (this will be rare)\nEnter hardscape area to be managed by trees planting within 10 feet of hardscape areas.",null,"Complete Worksheet E1 to determine area managed by Tree Planting BMP (outside all other BMP drainage areas)",null,null,null,null,null,0,"sf","Complete Worksheet E1 to determine area managed by Tree Planting BMP (outside all other BMP drainage areas)"]
[]
[]
[{"$f":"A32+1","v":31},{"$f":"CONCATENATE(\"    SECTION E AREA MANAGED SUBTOTAL: Calculate hardscape area managed using BMPs that Prevent Runoff = Step \",A28,\" + Step \",A30,\" + Step \",A32)","v":"    SECTION E AREA MANAGED SUBTOTAL: Calculate hardscape area managed using BMPs that Prevent Runoff = Step 28 + Step 29 + Step 30"},null,null,null,null,null,null,"=",{"$f":"J30+J32+J28","v":0},"sf"]
[]
[{"$f":"CONCATENATE(\"F. Reduce Runoff From Hardscape Areas (CATCHMENT \",D9,\")\")","v":"F. Reduce Runoff From Hardscape Areas (CATCHMENT )"}]
["Size Facilities to Infiltrate (Higher Volumes of) Runoff"]
[null,null,null,null,null,null,null,null,null,"Area Managed"]
[{"$f":"A35+1","v":32},"Porous Pavement (Runoff) BMP. Enter the hardcape area managed with (i.e. drained to) porous pavement. ",null,"Complete Worksheet F1 to design one or more porous pavement areas that manage runoff from elsewhere.",null,null,null,null,null,0,"sf","Complete Worksheet F1 to design one or more porous pavement areas that manage runoff from elsewhere."]
[]
[{"$f":"A40+1","v":33},"Infiltration Rain Garden or LID Swale BMP. Enter the hardscape area managed with a rain garden or LID swale.",null,"Complete Worksheet F2 to determine area managed by one or more rain garden or LID swale.",null,null,null,null,null,0,"sf","Complete Worksheet F2 to determine area managed by one or more rain garden or LID swale."]
[]
[{"$f":"A42+1","v":34},"Infiltration Stormwater Planter BMP. Enter the hardscape area managed with a stormwater planter.",null,"Complete Worksheet F3 to determine area managed by one or more stormwater planter.",null,null,null,null,null,0,"sf","Complete Worksheet F3 to determine area managed by one or more stormwater planter."]
[]
[{"$f":"A44+1","v":35},"Soakage Trench BMP. Enter the hardscape area managed with a soakage trench.",null,"Complete Worksheet F4 to determine area managed by one or more soakage trench.",null,null,null,null,null,0,"sf","Complete Worksheet F4 to determine area managed by one or more soakage trench."]
[]
[{"$f":"A46+1","v":36},"Drywell BMP. Enter the remaining hardscape area managed with a drywell.",null,"Complete Worksheet F5 to determine area managed by one or more drywell.",null,null,null,null,null,0,"sf","Complete Worksheet F5 to determine area managed by one or more drywell."]
[]
["Size Facilities to Infiltrate (Lower Volumes of) Runoff with Flow-Based BMPs"]
[]
["If opportunities for all other BMPs have been exhausted, a flow-based facility may be implemented. \nThe BMPs are listed below in the order of most preferred first (WQ Conveyance Swale) to least preferred (Downspout Disconnect)."]
[]
[{"$f":"A48+1","v":37},"Water Quality Conveyance Swale BMP. Enter the hardscape area managed with a water quality conveyance swale.",null,null,null,null,null,null,null,null,"sf"]
[]
[{"$f":"A54+1","v":38},"Dispersion: Vegetated Filter Strip (VFS) BMP. Enter the hardscape area managed with a vegetated filter strip.",null,"Complete Worksheet  F6. Dispersion: Vegetated Filter Strip BMP to size BMP.",null,null,null,null,null,0,"sf","Complete Worksheet  F6. Dispersion: Vegetated Filter Strip BMP to size BMP."]
[]
[{"$f":"A56+1","v":39},"Dispersion: Downspout Disconnection BMP. Enter the hardscape area managed with a disconnected downspout.",null,"Complete Worksheet F7. Dispersion: Downspout Disconnection BMP to determine site suitability.",null,null,null,null,null,0,"sf","Complete Worksheet F7. Dispersion: Downspout Disconnection BMP to determine site suitability."]
[]
[]
[{"$f":"A58+1","v":40},{"$f":"CONCATENATE(\"SECTION F AREA MANAGED SUBTOTAL: Calculate remaining area managed using BMPs that Reduce Runoff = \nStep \",A40,\" + Step \",A42,\" + Step \",A44,\" + Step \",A46,\" + Step \",A48,\" + Step \",A54,\" + Step \",A56,\" + Step \",A58)","v":"SECTION F AREA MANAGED SUBTOTAL: Calculate remaining area managed using BMPs that Reduce Runoff = \nStep 32 + Step 33 + Step 34 + Step 35 + Step 36 + Step 37 + Step 38 + Step 39"},null,null,null,null,null,null,"=",{"$f":"SUM(J58,J56,J54,J48,J46,J44,J42,J40)","v":0},"sf"]
[]
[{"$f":"CONCATENATE(\"G. Calculate Remaining Hardscape Area to be Treated Only (CATCHMENT \",D9,\")\")","v":"G. Calculate Remaining Hardscape Area to be Treated Only (CATCHMENT )"}]
[]
[{"$f":"A61+1","v":41},{"$f":"CONCATENATE(\"SECTION G AREA TO MANAGE: Calculate remaining drainage area to be treated only = Step \",A11,\" - Step \",A35,\" - Step \",A61)","v":"SECTION G AREA TO MANAGE: Calculate remaining drainage area to be treated only = Step 23 - Step 31 - Step 40"},null,null,null,null,null,null,"=",{"$f":"IF(D11*0.95-J35-J61-J22<=0,0,D11*0.95-J35-J61-J22)","v":0},"sf"]
[]
[]
[{"$f":"CONCATENATE(\"H. PROVIDE WATER QUALITY TREATMENT FOR REMAINING HARDSCAPE AREAS (CATCHMENT \",D9,\")\")","v":"H. PROVIDE WATER QUALITY TREATMENT FOR REMAINING HARDSCAPE AREAS (CATCHMENT )"}]
["Size Facilities to Treat Runoff with Lined BMPs",null,null,null,null,null,null,null,null,null,null,null,null,null," "]
[]
[{"$f":"CONCATENATE(\"If opportunities for all other BMPs have been exhausted, a lined treatment-only facility may be implemented.\nIf Step \",A65,\" = 0, skip to Step \",A83,\". Water quality treatment, not runoff volume reduction or flood control, is addressed by these approaches.\")","v":"If opportunities for all other BMPs have been exhausted, a lined treatment-only facility may be implemented.\nIf Step 41 = 0, skip to Step 45. Water quality treatment, not runoff volume reduction or flood control, is addressed by these approaches."},null,null,null,null,null,null,null,null,null,null,null,null,null," "]
[]
[{"$f":"A65+1","v":42},"Lined Rain Garden or Lined LID Swale BMP. Enter the hardscape area managed with a lined rain garden or lined LID swale.",null,"Complete Worksheet H1 to determine the infiltration rate of engineered soil mix and the total area managed.",null,null,null,null,null,0,"sf","Complete Worksheet H1 to determine the infiltration rate of engineered soil mix and the total area managed."]
[]
[{"$f":"A73+1","v":43},"Lined Stormwater Planter BMP. Enter the hardscape area managed with a lined stormwater planter.",null,"Complete Worksheet H2 to determine the infiltration rate of engineered soil mix and the total area managed.",null,null,null,null,null,0,"sf","Complete Worksheet H2 to determine the infiltration rate of engineered soil mix and the total area managed."]
[]
[]
[{"$f":"A75+1","v":44},{"$f":"CONCATENATE(\"SECTION H AREA MANAGED SUBTOTAL: Calculate area managed using lined BMPs = Step \",A73,\" + Step \",A75)","v":"SECTION H AREA MANAGED SUBTOTAL: Calculate area managed using lined BMPs = Step 42 + Step 43"},null,null,null,null,null,null,"=",{"$f":"SUM(J75,J73)","v":0},"sf"]
[]
[{"$f":"CONCATENATE(\"I. Confirm Stormwater Management is Adequate (CATCHMENT \",D9,\")\")","v":"I. Confirm Stormwater Management is Adequate (CATCHMENT )"}]
["Confirm area managed meets stormwater management goals"]
[]
[{"$f":"A78+1","v":45},"Protection Fencing. On each site plan generated for the construction documents, is protection fencing around all BMPs? If yes, enter yes. If no, revisit site plans and ensure that fencing is shown around relevant BMPs, then enter yes.",null,null,null,"Enter Yes or No"]
[]
[{"$f":"A83+1","v":46},{"$f":"CONCATENATE(\"Calculate total remaining drainage areas to manage = Step \",A65,\" - Step \",A78)","v":"Calculate total remaining drainage areas to manage = Step 41 - Step 44"},"=",{"$f":"MAX(J65-J78,0)","v":0},null,"sf"]
[]
[{"$f":"A85+1","v":47},{"$f":"CONCATENATE(\"Has runoff for this Catchment been fully managed? If YES, you're on your way to creating a low impact development site! Don't forget to provide detailed designs and work with contractors and maintenance staff to realize your water quality goals.\",\"\n\nIf  Step \",A85,\" > 0, revisit the site layout and the infiltration testing report and/or choose other additional BMPs to implement, if possible. Provide justification for portions of runoff not managed.\")","v":"Has runoff for this Catchment been fully managed? If YES, you're on your way to creating a low impact development site! Don't forget to provide detailed designs and work with contractors and maintenance staff to realize your water quality goals.\n\nIf  Step 46 > 0, revisit the site layout and the infiltration testing report and/or choose other additional BMPs to implement, if possible. Provide justification for portions of runoff not managed."},null,{"$f":"IF(ISBLANK(D83),\"Complete Form\",IF(D85<=0,\"Yes! Great Job!\",\"No. Revisit your design.\"))","v":"Complete Form"}]

{"sheet":"WS D1","index":5,"n_rows":25,"n_cols":10,"rows_kept":25,"cut":false,"hidden":true,"merged":[[2,0,2,9],[8,0,8,1],[16,0,16,1]]}
["WORKSHEET D1. POROUS PAVEMENT (RAINFALL) BMP WORKSHEET",null,"[View BMP Factsheet]",null,null,"[View BMP Suitability Matrix]"]
[]
["Porous Pavement (Rainfall) is designed to treat runoff only from the porous pavement area itself (to treat runoff from outside areas, see Worksheet F1). \nFor multiple porous pavement (rainfall) BMPs, complete this worksheet for each different base rock depth recommended for structural stability in Step h. \n\nUse this form to:\n1. Confirm site suitability for infiltration of rainfall using porous pavement.\n2. Determine the minimum depth of base rock needed to store the design storm and provide structural stability"]
[]
["a.","Enter a unique identifier for the BMP. (PP-1A, etc.)                                                                                                                                 Porous Pavement Designation:"]
[]
["b.","In Catchment #: "]
[]
["Confirm suitability for infiltration of rainfall with porous pavement:"]
[]
["c.",{"$f":"CONCATENATE(\"Under 'Physical Setting' in the Porous Pavement BMP fact sheet, are all conditions met to safely infiltrate the rainfall it receives? If Yes, continue to Step \",A13,\" If No, then site is unsuitable for porous pavement to manage rainfall, so enter a 0 on Step 26 of the Catchment Form.\")","v":"Under 'Physical Setting' in the Porous Pavement BMP fact sheet, are all conditions met to safely infiltrate the rainfall it receives? If Yes, continue to Step d. If No, then site is unsuitable for porous pavement to manage rainfall, so enter a 0 on Step 26 of the Catchment Form."},null,null,null,"Enter Yes or No"]
[]
["d.",{"$f":"CONCATENATE(\"See the BMP Suitability Matrix. Do any site conditions exist in the footprint of the porous pavement that are grayed out (i.e. not applicable)?\",\" If Yes, then site is unsuitable for porous pavement to manage rainfall, so enter a 0 for Area Managed by Porous Pavement (Rainfall) on Step 26 of the Catchment Form. If No, continue to Step \",A15,\".\")","v":"See the BMP Suitability Matrix. Do any site conditions exist in the footprint of the porous pavement that are grayed out (i.e. not applicable)? If Yes, then site is unsuitable for porous pavement to manage rainfall, so enter a 0 for Area Managed by Porous Pavement (Rainfall) on Step 26 of the Catchment Form. If No, continue to Step e.."},null,null,null,"Enter Yes or No"]
[]
["e.",{"$f":"CONCATENATE(\"Enter tested design infiltration rate, performed within the footprint of the porous pavement.\", \" If the infiltration rate is less than 0.3 inch/hour, a qualified licensed engineer should perform hydrologic modeling and provide specifications for construction.\")","v":"Enter tested design infiltration rate, performed within the footprint of the porous pavement. If the infiltration rate is less than 0.3 inch/hour, a qualified licensed engineer should perform hydrologic modeling and provide specifications for construction."},null,null,null,"in/hr"]
[]
["Determine minimum base rock depth:"]
[]
["f.","Enter design storm event to manage. See precipitation maps.",null,null,null,"inches of rain in 24 hours"]
[]
["g.","Enter base rock depth required for structural stability (from pavement section developed by a qualified licensed professional who has investigated the site soils).",null,null,null,"in"]
[]
["h.","Calculate base rock depth required to manage design storm = 0.7 x design storm [inches].","=",0.7,"x",{"$f":"D19","v":0},"in(es)","=",{"$f":"D23*F23","v":0},"in"]
[]
["i.",{"$f":"CONCATENATE(\"Determine minimum base rock depth. Enter the larger of steps \",A21,\" and \",A23,\" and indicate this minimum base rock depth on construction plans and/or details.\")","v":"Determine minimum base rock depth. Enter the larger of steps g. and h. and indicate this minimum base rock depth on construction plans and/or details."},null,{"$f":"IF(ISBLANK(D21),\"Complete worksheet\",MAX(D21,I23))","v":"Complete worksheet"},null,"in"]

{"sheet":"WS E1","index":6,"n_rows":46,"n_cols":10,"rows_kept":46,"cut":false,"hidden":true,"merged":[[28,0,28,9],[44,7,44,10],[2,0,2,9],[3,0,3,9],[4,0,4,9],[9,0,9,9],[14,0,14,9],[16,0,16,9],[30,0,31,9]]}
["WORKSHEET E1. TREE PLANTING (HARDSCAPE) BMP IN STEP 30 OF Catchment Form",null,null,null,null,null,"[View BMP Factsheet]",null,null,"[View BMP Suitability Matrix]"]
[]
["Use this form for Tree Plantings within 10 feet of hardscape surfaces. ONLY USE THIS FORM FOR TREE PLANTINGS OUTSIDE OF THE DRAINAGE AREA OF ANY OTHER BMPs."]
["Use this form to determine:\n1. The maximum hardscape area that may be managed with newly planted/proposed trees.\n2. The hardscape area managed by trees that may be entered on the Catchment Form for both deciduous and evergreen trees."]
["Complete this worksheet for Tree Planting (Hardscape) in each Catchment as needed.  The Hardscape Drainage Area will count towards the total Area Managed in the Catchment Form. \nContinue to add new BMP's until the remaining area to manage in the Catchment Form is 0. "]
[1,"In Catchment #: "]
[]
[2,{"$f":"CONCATENATE(\"Did you put the right tree in the right place? In other words, are all conditions met (especially soil volume) to plant tree(s) in a location where the tree(s) can grow to full maturity? If Yes, continue to Step \",A11,\". If No, then this location is unsuitable for newly planted trees, so enter 0 on Step 30 of Catchment Form\")","v":"Did you put the right tree in the right place? In other words, are all conditions met (especially soil volume) to plant tree(s) in a location where the tree(s) can grow to full maturity? If Yes, continue to Step 3. If No, then this location is unsuitable for newly planted trees, so enter 0 on Step 30 of Catchment Form"},null,null,"Enter Yes or No"]
[]
["The amount of hardscape area managed by tree plantings should be limited to 20%. Find this maximum area:"]
[3,"Enter hardscape area where the tree plantings will take place"]
[]
[4,{"$f":"CONCATENATE(\"Calculate maximum area allowed to be managed by new trees = Step \",A11,\" x 0.20\")","v":"Calculate maximum area allowed to be managed by new trees = Step 3 x 0.20"},null,{"$f":"D11*0.2","v":0},null,"sf"]
[]
["Determine available proposed canopy of evergreen trees to manage hardscape areas:"]
[]
["Evergreen (Hardscape). Calculate the total mature canopy for multiple evergreen trees to manage hardscape area runoff. (If desired, trees may be used to prevent runoff from landscape areas using Worksheet B1 instead.)"]
[]
[5,"Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.","=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"F19*315","v":0},"sf"]
[]
[6,"Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.","=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"F21*490","v":0},"sf"]
[]
[7,"Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.","=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"F23*700","v":0},"sf"]
[]
[8,{"$f":"CONCATENATE(\"Calculate available proposed evergreen canopy  = Step \",A19,\" + Step \",A21,\" + Step \",A23)","v":"Calculate available proposed evergreen canopy  = Step 5 + Step 6 + Step 7"},"=",null,null,null,null,null,{"$f":"SUM(I19:I23)","v":0},"sf"]
[]
[9,{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed evergreen trees = Step \",A25,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed evergreen trees = Step 8 x value shown."},"=",0.5,"x",{"$f":"I25","v":0},"sf","=",{"$f":"D27*F27","v":0},"sf"]
[]
["Determine available proposed canopy of deciduous trees to manage hardscape areas:"]
[]
["Deciduous (Hardscape).  Calculate the total mature canopy for multiple trees. Enter only decidous trees planted  within 10 feet of hardscape area."]
[]
[10,"Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.","=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"F33*315","v":0},"sf"]
[]
[11,"Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.","=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"F35*490","v":0},"sf"]
[]
[12,"Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.","=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"F37*700","v":0},"sf"]
[]
[13,{"$f":"CONCATENATE(\"Calculate available proposed deciduous canopy  = Step \",A33,\" + Step \",A35,\" + Step \",A37)","v":"Calculate available proposed deciduous canopy  = Step 10 + Step 11 + Step 12"},null,null,null,null,null,null,{"$f":"SUM(I33:I37)","v":0},"sf"]
[]
[14,{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed deciduous trees = Step \",A39,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed deciduous trees = Step 13 x value shown."},"=",0.25,"x",{"$f":"I39","v":0},"sf","=",{"$f":"D41*F41","v":0},"sf"]
[]
[15,{"$f":"CONCATENATE(\"Calculate the total hardscape  area that could be managed by proposed evergreen and deciduous trees = Step \",A27,\" + Step \",A41)","v":"Calculate the total hardscape  area that could be managed by proposed evergreen and deciduous trees = Step 9 + Step 14"},"=",null,null,null,null,"=",{"$f":"I27+I41","v":0},"sf"]
[]
[16,{"$f":"CONCATENATE(\"The actual hardscape area managed (the smaller of the values in Step \",A13,\" and Step \",A43,\").\" )","v":"The actual hardscape area managed (the smaller of the values in Step 4 and Step 15)."},null,null,null,{"$f":"MIN(I43,D13)","v":0},"sf","Used to determine the \"Area Managed\" in Catchment Form"]
[null,"."]

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["WORKSHEET F1. POROUS PAVEMENT (RUNOFF) BMP IN STEP 32 OF CATCHMENT FORM",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"[View BMP Factsheet]",null,null,"[View BMP Suitability Matrix]"]
[]
["A Porous Pavement (Runoff) BMP is designed to treat runoff generated from areas outside the pavement (to treat runoff only from the porous pavement area iself, see Worksheet D1).\n "]
["Use this form for a single Porous Pavement (Runoff) BMP to: "]
["1. Confirm site suitability for porous pavement (Runoff) BMP\n2. Determine the hardscape area managed by Porous Pavement (Runoff) BMP"]
["Complete this worksheet for each instance of Porous Pavement (Runoff) BMP for each catchment.  \nThe Hardscape Drainage Area here will count towards the total Area Managed in the Catchment Form. Continue adding BMP's until the remaining area to manage in the Catchment Form is 0. "]
[]
["a.","Porous Pavment (Runoff) BMP Designation (e.g. PP-1):"]
[]
["b.","In Catchment #: "]
[]
["Confirm suitability for infiltration of runoff:"]
[]
["c.","Under 'Physical Setting' in the Porous Pavement BMP Factsheet, are all conditions met to safely infiltrate runoff? If Yes, continue to Step d. If No, then site is unsuitable for this BMP. Skip to Step 37 of the Catchment Form to investigate the possibility of using a conveyance BMP instead or redesign the site layout to accommodate infiltration.",null,null,null,null,null,null,null,null,null,null,null,null,"Enter Yes or No"]
[]
["d.","Total Hardscape Drainage Area Draining to BMP:      (Max 10,000 sf)\n(includes area of porous pavement itself)",null,null,null,null,null,null,null,null,null,null,"=",null,"sf","Used to determine the \"Area Managed\" in Catchment Form (step 32)"]
[]
["e.",{"$f":"CONCATENATE(\"Hardscape Area Reduction from Tree Plantings. Max 20% (\",N16*0.2, \" sq ft)\")","v":"Hardscape Area Reduction from Tree Plantings. Max 20% (0 sq ft)"},null,null,null,null,null,null,null,null,null,null,"=",{"$f":"S62","v":0},"sf"]
[]
["f.","Total Remaining Hardscape Area",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"N16-N18","v":0},"sf","Number used for the BMP Drainage area in the calculator at the bottom of this worksheet (row 79), will continue to change as this worksheet is completed."]
[]
[{"$f":"CONCATENATE(\"Determine footprint/size of rain garden or LID swale BMP \",D8,\":\")","v":"Determine footprint/size of rain garden or LID swale BMP :"}]
[4,"Using the appropropriate calculator provided online -- click on this cell to navigate to those -- size the BMP for the area found in Step h. Be sure to choose the calculator that applies to this BMP and the Storm Distribution Type (Type IA, Type I, and Type II). Calculate the footprint of the facility (or in the case of the drywell, the depth) and indicate this area on plans and if you want, enter it here.",null,null,null,null,null,null,null,null,null,null,null,null,"square feet footprint of rain garden, LID swale, stormwater planter, or soakage trench OR feet of depth of drywell"]
[]
["g.",{"$f":"CONCATENATE(\"Confirm vegetation health. Have appropriate plants been chosen for level of moisture they are likely to receive, regardless\",\" of excavation depth and ponding depth set by overflow strategy? Plants are critical to the success of these systems.  If the answer is no, redesign the planting plan to improve plant establishment and long-term viability, then enter a yes.\")","v":"Confirm vegetation health. Have appropriate plants been chosen for level of moisture they are likely to receive, regardless of excavation depth and ponding depth set by overflow strategy? Plants are critical to the success of these systems.  If the answer is no, redesign the planting plan to improve plant establishment and long-term viability, then enter a yes."},null,null,null,null,null,null,null,null,null,null,null,null,"Enter Yes or No"]
[]
[{"$f":"CONCATENATE(\"Determine hardscape area reduction (max 20% reduction) from tree planting \",$D$8,\":\")","v":"Determine hardscape area reduction (max 20% reduction) from tree planting :"}]
[]
["h.","Limit Disturbance: Tree Protection BMP (Hardscape), Evergreen Tree Planting BMP, Vegetated Roof, and Contained Planters. Enter areas where these BMPs are placed over or overhang hardscape drainage areas in first box and multiply by value shown to find area generating runoff to manage. ",null,null,null,null,null,null,null,null,null,null,"=",0.5,"x",null,null,"=",{"$f":"N29*P29","v":0},"sf"]
[]
["Determine available proposed canopy of evergreen trees to manage hardscape areas:"]
[]
["Evergreen (Hardscape). Calculate the total mature canopy for multiple evergreen trees to manage hardscape area runoff. (If desired, trees may be used to prevent runoff from landscape areas using Worksheet B1 instead.)"]
[]
["i.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"P35*315","v":0},"sf"]
[]
["j.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"P37*490","v":0},"sf"]
[]
["k.","Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"P39*700","v":0},"sf"]
[]
["l.",{"$f":"CONCATENATE(\"Calculate available proposed evergreen canopy  = Step \",A35,\" + Step \",A37,\" + Step \",A39)","v":"Calculate available proposed evergreen canopy  = Step i. + Step j. + Step k."},null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,{"$f":"SUM(S35:S39)","v":0},"sf"]
[]
["m.",{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed evergreen trees = Step \",A41,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed evergreen trees = Step l. x value shown."},null,null,null,null,null,null,null,null,null,null,"=",0.5,"x",{"$f":"S41","v":0},"sf","=",{"$f":"N43*P43","v":0},"sf"]
[]
["Determine available proposed canopy of deciduous trees to manage hardscape areas:"]
[]
["Deciduous (Hardscape).  Calculate the total mature canopy for multiple trees. Enter only decidous trees planted  within 10 feet of hardscape area."]
[]
[]
["n.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"P50*315","v":0},"sf"]
[]
["o.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"P52*490","v":0},"sf"]
[]
["p.","Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"P54*700","v":0},"sf"]
[]
["q.",{"$f":"CONCATENATE(\"Calculate available proposed deciduous canopy  = Step \",A50,\" + Step \",A52,\" + Step \",A54)","v":"Calculate available proposed deciduous canopy  = Step n. + Step o. + Step p."},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(S50:S54)","v":0},"sf"]
[]
["r.",{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed deciduous trees = Step \",A56,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed deciduous trees = Step q. x value shown."},null,null,null,null,null,null,null,null,null,null,"=",0.25,"x",{"$f":"S56","v":0},"sf","=",{"$f":"N58*P58","v":0},"sf"]
[]
["s.",{"$f":"CONCATENATE(\"Calculate the total hardscape area that could be managed by proposed evergreen and deciduous trees plus tree protecton\")","v":"Calculate the total hardscape area that could be managed by proposed evergreen and deciduous trees plus tree protecton"},null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"S43+S58+S29","v":0},"sf"]
["t.","Maximum Total Hardscape Area Reduction from Tree Planting (Max 20%)",null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"N16*0.2","v":0},"sf"]
["u.","Actual Hardscape Area Reduction from Tree Planting",null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"MIN(S61,S60)","v":0},"sf"]
[]
[]
[]
[]
[]
[]
[]
["POROUS PAVEMENT MODELING TO ASSESS FLOOD STORM ATTENUATION"]
["Suitable for modeling a 24 Hour Storm, SBUH Type 1A Rainfall Distribution."]
[]
["Assumptions: Time of concentration is conservatively 0. Porous pavement facility receives only rainfall or receives runoff from imporous surfaces. Landscape areas should not be directed to porous pavement due to the potential for clogging; however, if they are, this model cannot be used."]
[]
["User Inputs",null,null,null,null,null,null,null,null,null,null,"INSTRUCTIONS:"]
[]
[null,null,null,null,null,null,"24 Hour Rainfall Depth (i.e. Design Storm) = ",null,null,"in",null,"Enter desired storm depth to infiltrate or 25-year 24-hour design storm if studying attenuation/detention benefit."]
[]
[null,null,null,null,null,null,"Drainage area  = ",null,{"$f":"N20","v":0},"sf",null,"Equals the Total Remaining Hardscape Drainage Area entered at the top of this Worksheet (step f)."]
[]
[null,null,null,null,null,null,"Storage Rock Area = ",null,null,"sf",null,"In most cases this will be equal to the pavement area but may be modified if, for some reason, the base rock/infiltration area differs from the pavement area."]
[]
[]
[null,null,null,null,null,null,"Drainage Area Runoff Coefficient = ",null,0.9,null,null,"This is the \"C\" in the rational method (Q=CIA). Enter 0.9 for hardscape surface or other appropriate runoff coefficient for your drainage area."]
[]
[]
[]
[null,null,null,null,null,null,"Design Infiltration Rate of Soil = ",null,null,"in/hr",null,"Enter after performing infiltration testing per instructions given in the Inflitration Testing Factsheet."]
[]
[null,null,null,null,null,null,"Depth of Storage Rock = ",null,null,"in",null,"Minimum depth = depth recommended by a geotechnical engineer for structural stability based on a wet, uncompacted condition."]
[]
[]
[null,null,null,null,null,null,"Void Porosity of Storage Rock = ",null,0.4,null,null,"Typically 40% for uniformly graded rock."]
[]
[null,null,null,null,null,null,"Outflow Elevation Above Bottom of Storage Rock = ",null,null,"in",null,"Enter the depth of water allowed to pond by whatever overflow control structure you employ. If there is not a large storm overflow control structure, this value equals the depth of the storage rock. This will be the maximum value possible for \"Maximum Ponding Depth in Storage Rock During Storm\" below."]
[]
[]
[]
["Calculated Values – Overflow and Ponding",null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
["Is Outflow Elevation Above Bottom of Storage Rock <= Depth of Storage Rock?",null,null,null,null,null,null,null,{"$f":"AND(I95<=I90)","v":true},null,null,"This checks if water ever overflows out the surface. If this is FALSE, increase Depth of Storage Rock or decrease Outflow Elevation Above Bottom of Storage Rock. Design pavement so water doesn't overflow out the top."]
[]
[]
[null,null,null,null,null,null,"Maximum Ponding Depth in Storage Rock During Storm = ",null,{"$f":"IF(MAX(M145:M292)>I95,I95,MAX(M145:M292))","v":{"$error":"#DIV/0!"}},"in",null,"Calculated from distribution but cannot exceed Outflow Elevation."]
[]
[null,null,null,null,null,null,"Depth of Water Left in Storage Trench After 30 Hours = ",null,{"$f":"IF(M326<=I95,M326,I95)","v":{"$error":"#DIV/0!"}},"in",null,"Calculated from distribution."]
[]
["Size of Following Storm That Could be Stored   \nin  Remaining Rock in 30 hours =  ",null,null,null,null,null,null,null,{"$f":"(I95-I106)*I93","v":{"$error":"#DIV/0!"}},"in",null,"Calculated from Void Ratio of Storage Rock, Outflow Elevation Above Bottom of Storage Rock, & Depth of Water Left in Storage Rock After 30 Hours."]
[]
["Is the Storage Trench Empty in 30 Hours? ",null,null,null,null,null,null,null,{"$f":"AND(I106<=0)","v":{"$error":"#DIV/0!"}},null,null,"Depending on the jurisdiction's goals, this may not need to be TRUE."]
[]
["Is the Storage Trench empty in 72 Hours? =  ",null,null,null,null,null,null,null,{"$f":"AND(N589<=0)","v":{"$error":"#DIV/0!"}},null,null,"This should ALWAYS be TRUE. If not, modify your design."]
[]
["If all you want is to make sure the porous pavement will infiltrate the required storm and be empty in 30 hours, then STOP HERE. If you have to prove to your jurisdiction that your porous pavement design can be substituted for detention, then you'll need to complete information for the \"predev model\" worksheet."]
[]
["Calculated Values – 25-Year Storm Attenuation",null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
[null,null,null,null,null,null,"Peak Predeveloped Runoff Rate = ",null,{"$f":"I699","v":0},"cfs",null,"Calculated from distribution."]
[]
[null,null,null,null,null,null,"Peak Post-developed \"Runoff\" Rate = ",null,{"$f":"I131","v":0},"cfs",null,"Calculated from distribution. Is really the Peak Inflow Rate."]
[]
[null,null,null,null,null,null,"Peak Post-developed Outflow Rate from Control Structure = ",null,{"$f":"'WS F1'!I135","v":{"$error":"#DIV/0!"}},"cfs",null,"Calculated from distribution and the storage provided in base rock. This is the volume of runoff leaving the site."]
[]
[null,"Is Post-developed 25-Year Flood Storm Attenuated? ",null,null,null,null,null,null,{"$f":"AND(I122<=I118,I81>0)","v":{"$error":"#DIV/0!"}},null,null,"Calculated. Increase \"Depth of Storage Rock\" and/or \"Outflow Elevation Above Bottom of Storage Rock\" until this says TRUE."]
[]
[]
["Other Calculated Values",null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
[null,null,null,null,null,null,"Peak Rainfall Intensity = ",null,{"$f":"MAX(C145:C292)","v":0},"in/hr",null,"Calculated from distribution."]
[]
[null,null,null,null,null,null,"Peak Inflow Rate = ",null,{"$f":"MAX(D146:D293)","v":0},"cfs",null,"Calculated from distribution."]
[]
[null,null,null,null,null,null,"Peak Outflow Rate from Infiltration = ",null,{"$f":"$I$81*$I$88/43200","v":0},"cfs",null,"Calculated from rock storage area and the infiltration rate."]
[]
[null,"Peak Outflow Rate from Control Structure = ",null,null,null,null,null,null,{"$f":"MAX(O145:O295)","v":{"$error":"#DIV/0!"}},"cfs",null,"Calculated from distribution and is equal to the flow that leaves the system above the elevation in \"Outflow Elevation Above Bottom of Storage Rock \" above."]
[]
[]
["SIZING FACTOR: Ratio of BMP Footprint to Drainage Area =",null,null,null,null,null,null,null,{"$f":"$I$81/$I$79","v":{"$error":"#DIV/0!"}},null,null,"Calculated (aka Sizing Factor).",null,"."]
[]
[null,null,null,null,null,null,"Storage Capacity of Rock = ",null,{"$f":"I90/12*I81*I93","v":0},"cf",null,"Calculated."]
["SBUH HYDROGRAPH"]
["(1)","(2)","(3)","(4)","(5)","(6)","(7)",null,"(8)","(9)",null,"(10)","(11)","(12)","(13)"]
["Time","SBUH Rainfall Depth","Rainfall Intensity","Inflow Rate","Inflow Volume","Runoff Depth","Facility Infiltration Rate",null,"Inflow Rate - Facility Infiltration Rate","Inflow Volume - Infiltration Volume",null,"Cumulative Inflow Volume to be Stored","Storage Rock Ponding without Control Structure","Storage Rock Ponding","Outflow Rate  exceeding Control Structure"]
["(min)","(in)","(in/hr)","(cfs)","(cf)","(in)","(cfs)",null,"(cfs)","(cf)",null,"(cf)","(in)","(in)","(cfs)"]
[0,0,{"$f":"B145*6","v":0},{"$f":"$I$84*(C145/(12*3600))*$I$79","v":0},{"$f":"(600*D145)","v":0},{"$f":"(E145*12/$I$79)","v":{"$error":"#DIV/0!"}},{"$f":"$I$81*$I$88/43200","v":0},null,null,null,null,null,{"$f":"IF(L145/$I$81*12/$I$93>=$I$90,$I$90,L145/$I$81*12/$I$93)","v":{"$error":"#DIV/0!"}}]
[10,{"$f":"$I$77*0.004","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,{"$f":"(D146-G146)","v":0},{"$f":"I146*600","v":0},null,{"$f":"IF((J146+L145)<0,0,J146+L145)","v":0},{"$error":"#DIV/0!"},{"$f":"IF(M146<$I$95,M146,$I$95)","v":{"$error":"#DIV/0!"}},{"$f":"IF(N147<$I$95,0,D146)","v":{"$error":"#DIV/0!"}}]
[20,0,0,0,0,{"$error":"#DIV/0!"},0,null,{"$f":"(D147-G147)","v":0},0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[30,0,0,0,0,{"$error":"#DIV/0!"},0,null,{"$f":"(D148-G149)","v":0},0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[40,0,0,0,0,{"$error":"#DIV/0!"},0,null,{"$f":"(D149-G150)","v":0},0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[50,0,0,0,0,{"$error":"#DIV/0!"},0,null,{"$f":"(D150-G150)","v":0},0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[60,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[70,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[80,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[90,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[100,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[110,{"$f":"$I$77*0.005","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[120,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[130,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[140,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[150,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[160,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[170,{"$f":"$I$77*0.006","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[180,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[190,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[200,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[210,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[220,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[230,{"$f":"$I$77*0.007","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[240,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[250,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[260,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[270,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[280,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[290,{"$f":"$I$77*0.0082","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[300,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[310,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[320,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[330,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[340,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[350,{"$f":"$I$77*0.0095","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[360,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[370,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[380,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[390,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[400,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[410,{"$f":"$I$77*0.0134","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[420,{"$f":"$I$77*0.0134","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[430,{"$f":"$I$77*0.0134","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[440,{"$f":"$I$77*0.018","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[450,{"$f":"$I$77*0.018","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[460,{"$f":"$I$77*0.034","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[470,{"$f":"$I$77*0.054","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[480,{"$f":"$I$77*0.027","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[490,{"$f":"$I$77*0.018","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[500,{"$f":"$I$77*0.0134","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[510,{"$f":"$I$77*0.0134","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[520,{"$f":"$I$77*0.0134","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[530,{"$f":"$I$77*0.0088","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[540,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[550,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[560,0,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
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["IF THE FACILITY MUST INFILTRATE THE ENTIRE STORM IN 30 HOURS TO BE READY FOR THE NEXT ONE, STOP HERE (1800 MINUTES = 30 HOURS)"]
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[4650,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4660,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4670,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4680,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4690,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4700,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4710,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4720,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4730,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4740,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4750,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4760,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4770,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4780,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4790,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4800,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4810,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4820,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4830,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4840,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4850,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4860,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4870,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4880,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4890,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4900,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4910,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4920,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4930,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4940,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4950,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4960,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4970,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4980,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[4990,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5000,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5010,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5020,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5030,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5040,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5050,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5060,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5070,{"$f":"0","v":0},{"$f":"B655*6","v":0},{"$f":"$I$84*(C655/(12*3600))*$I$79","v":0},{"$f":"(600*D655)","v":0},{"$f":"(E655*12/$I$79)","v":{"$error":"#DIV/0!"}},{"$f":"$I$81*$I$88/43200","v":0},null,{"$f":"(D655-G655)","v":0},{"$f":"I655*600","v":0},null,0,{"$f":"IF(L655/$I$81*12/$I$93>=$I$90,$I$90,L655/$I$81*12/$I$93)","v":{"$error":"#DIV/0!"}},{"$f":"IF(M655<$I$95,M655,$I$95)","v":{"$error":"#DIV/0!"}},{"$f":"IF(N656<$I$95,0,D655)","v":{"$error":"#DIV/0!"}}]
[{"$f":"A655+10","v":5080},{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,{"$f":"IF((J656+L655)<0,0,J656+L655)","v":0},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5090,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5100,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5110,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5120,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5130,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5140,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5150,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5160,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5170,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5180,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5190,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5200,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5210,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5220,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5230,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5240,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5250,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5260,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5270,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5280,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5290,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[5300,{"$f":"0","v":0},0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},0]
[]
[]
[]
[]
[]
[]
["PREDEVELOPED MODEL"]
["24 Hour Storm, SBUH Type 1A Rainfall Distribution"]
[]
["User Inputs",null,null,null,null,null,null,null,null,null,null,"INSTRUCTIONS:"]
[]
[null,null,null,null,null,null,null,"Pre-developed 24 Hour Rainfall Depth = ",null,"in",null,"Enter desired pre-developed 24-hour storm that the post-developed 24-hour flood storm must be attenuated back to."]
[]
[]
[null,null,null,null,null,null,null,"Drainage Area",{"$f":"N16","v":0},"sf",null,"Equal to the total drainage area of the post-developed BMP"]
[]
[null,null,null,null,null,null,null,"Drainage Area Runoff Coefficient = ",null,null,null,"Enter 0.1 for woodlands or enter appropriate number for your site's predeveloped land cover."]
[]
["Other Calculated Values",null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
[null,null,null,null,null,null,null,"Peak Predeveloped Runoff Rate = ",{"$f":"MAX(E706:E850)","v":0},"cfs",null,"Calculated from distribution."]
[]
[null,null,null,null,null,null,null,"Peak Rainfall Intensity = ",{"$f":"MAX(D706:D850)","v":0},"in/hr",null,"Calculated from distribution."]
["SBUH HYDROGRAPH"]
["(1)","(2)",null,"(3)","(4)"]
["Time","Rainfall Depth",null,"Rainfall Intensity","Inflow Rate"]
["(min)","(in)",null,"(in/hr)","(cfs)"]
[0,0,null,{"$f":"B706*6","v":0},{"$f":"$I$695*(D706/(12*3600))*$I$693","v":0}]
[10,{"$f":"$I$690*0.004","v":0},null,0,{"$f":"$I$695*(D707/(12*3600))*$I$693","v":0}]
[20,{"$f":"$I$690*0.004","v":0},null,0,0]
[30,0,null,0,0]
[40,0,null,0,0]
[50,0,null,0,0]
[60,0,null,0,0]
[70,0,null,0,0]
[80,0,null,0,0]
[90,0,null,0,0]
[100,0,null,0,0]
[110,{"$f":"$I$690*0.005","v":0},null,0,0]
[120,0,null,0,0]
[130,0,null,0,0]
[140,0,null,0,0]
[150,0,null,0,0]
[160,0,null,0,0]
[170,{"$f":"$I$690*0.006","v":0},null,0,0]
[180,0,null,0,0]
[190,0,null,0,0]
[200,0,null,0,0]
[210,0,null,0,0]
[220,0,null,0,0]
[230,{"$f":"$I$690*0.007","v":0},null,0,0]
[240,0,null,0,0]
[250,0,null,0,0]
[260,0,null,0,0]
[270,0,null,0,0]
[280,0,null,0,0]
[290,{"$f":"$I$690*0.0082","v":0},null,0,0]
[300,{"$f":"$I$690*0.0082","v":0},null,0,0]
[310,0,null,0,0]
[320,0,null,0,0]
[330,0,null,0,0]
[340,0,null,0,0]
[350,0,null,0,0]
[360,{"$f":"$I$690*0.0095","v":0},null,0,0]
[370,{"$f":"$I$690*0.0095","v":0},null,0,0]
[380,{"$f":"$I$690*0.0095","v":0},null,0,0]
[390,{"$f":"$I$690*0.0095","v":0},null,0,0]
[400,{"$f":"$I$690*0.0095","v":0},null,0,0]
[410,{"$f":"$I$690*0.0134","v":0},null,0,0]
[420,{"$f":"$I$690*0.0134","v":0},null,0,0]
[430,{"$f":"$I$690*0.0134","v":0},null,0,0]
[440,{"$f":"$I$690*0.018","v":0},null,0,0]
[450,{"$f":"$I$690*0.018","v":0},null,0,0]
[460,{"$f":"$I$690*0.034","v":0},null,0,0]
[470,{"$f":"$I$690*0.054","v":0},null,0,0]
[480,{"$f":"$I$690*0.027","v":0},null,0,0]
[490,{"$f":"$I$690*0.018","v":0},null,0,0]
[500,{"$f":"$I$690*0.0134","v":0},null,0,0]
[510,{"$f":"$I$690*0.0134","v":0},null,0,0]
[520,{"$f":"$I$690*0.0134","v":0},null,0,0]
[530,{"$f":"$I$690*0.0088","v":0},null,0,0]
[540,{"$f":"$I$690*0.0088","v":0},null,0,0]
[550,{"$f":"$I$690*0.0088","v":0},null,0,0]
[560,0,null,0,0]
[570,0,null,0,0]
[580,0,null,0,0]
[590,0,null,0,0]
[600,0,null,0,0]
[610,0,null,0,0]
[620,0,null,0,0]
[630,0,null,0,0]
[640,0,null,{"$f":"B770*6","v":0},0]
[650,{"$f":"$I$690*0.0072","v":0},null,0,{"$f":"$I$695*(D771/(12*3600))*$I$693","v":0}]
[660,{"$f":"$I$690*0.0072","v":0},null,0,0]
[670,0,null,0,0]
[680,0,null,0,0]
[690,0,null,0,0]
[700,0,null,0,0]
[710,0,null,0,0]
[720,0,null,0,0]
[730,0,null,0,0]
[740,0,null,0,0]
[750,0,null,0,0]
[760,0,null,0,0]
[770,{"$f":"$I$690*0.0057","v":0},null,0,0]
[780,{"$f":"$I$690*0.0057","v":0},null,0,0]
[790,0,null,0,0]
[800,0,null,0,0]
[810,0,null,0,0]
[820,0,null,0,0]
[830,0,null,0,0]
[840,0,null,0,0]
[850,0,null,0,0]
[860,0,null,0,0]
[870,0,null,0,0]
[880,0,null,0,0]
[890,{"$f":"$I$690*0.005","v":0},null,0,0]
[900,{"$f":"$I$690*0.005","v":0},null,0,0]
[910,0,null,0,0]
[920,0,null,0,0]
[930,0,null,0,0]
[940,0,null,0,0]
[950,0,null,0,0]
[960,0,null,0,0]
[970,0,null,0,0]
[980,0,null,0,0]
[990,0,null,0,0]
[1000,0,null,0,0]
[1010,{"$f":"$I$690*0.004","v":0},null,0,0]
[1020,{"$f":"$I$690*0.004","v":0},null,0,0]
[1030,0,null,0,0]
[1040,0,null,0,0]
[1050,0,null,0,0]
[1060,0,null,0,0]
[1070,0,null,0,0]
[1080,0,null,0,0]
[1090,0,null,0,0]
[1100,0,null,0,0]
[1110,0,null,0,0]
[1120,0,null,0,0]
[1130,0,null,0,0]
[1140,0,null,0,0]
[1150,0,null,0,0]
[1160,0,null,0,0]
[1170,0,null,0,0]
[1180,0,null,0,0]
[1190,0,null,0,0]
[1200,0,null,0,0]
[1210,0,null,0,0]
[1220,0,null,0,0]
[1230,0,null,0,0]
[1240,0,null,0,0]
[1250,0,null,0,0]
[1260,0,null,0,0]
[1270,0,null,0,0]
[1280,0,null,{"$f":"B834*6","v":0},0]
[1290,0,null,0,{"$f":"$I$695*(D835/(12*3600))*$I$693","v":0}]
[1300,0,null,0,0]
[1310,0,null,0,0]
[1320,0,null,0,0]
[1330,0,null,0,0]
[1340,0,null,0,0]
[1350,0,null,0,0]
[1360,0,null,0,0]
[1370,0,null,0,0]
[1380,0,null,0,0]
[1390,0,null,0,0]
[1400,0,null,0,0]
[1410,0,null,0,0]
[1420,0,null,0,0]
[1430,0,null,0,0]
[1440,0,null,0,0]

{"sheet":"WS F2","index":8,"n_rows":306,"n_cols":22,"rows_kept":306,"cut":false,"hidden":true,"merged":[[44,0,44,11],[46,0,47,11],[18,15,19,23],[74,0,74,10],[96,0,96,10],[35,1,35,11],[37,1,37,11],[39,1,39,11],[41,1,41,11],[50,1,50,11],[52,1,52,11],[54,1,54,11],[56,1,56,11],[58,1,58,11],[22,14,22,20],[55,1,55,11],[34,1,34,11],[36,1,36,11],[38,1,38,11],[40,1,40,11],[42,1,42,11],[49,1,49,11],[51,1,51,11],[53,1,53,11],[10,0,10,11],[20,0,20,11],[26,0,26,11],[32,0,32,11],[30,0,30,11],[8,1,8,11],[2,0,2,19],[3,0,3,19],[4,0,4,19],[6,1,6,11],[12,1,12,11],[14,1,14,11],[16,1,16,11],[18,1,18,11],[22,1,22,11],[24,1,24,11],[28,1,28,11],[78,0,78,8],[78,12,78,20],[57,1,57,11],[59,1,59,11],[60,1,60,11],[61,1,61,11],[74,12,74,20],[75,12,75,20],[76,0,76,8],[76,12,76,20],[77,12,77,20],[79,12,79,20],[80,0,80,8],[80,12,81,20],[82,12,82,20],[83,0,83,8],[83,12,83,20],[84,12,84,20],[85,0,85,8],[85,12,87,20],[88,12,88,20],[89,0,89,8],[89,12,89,20],[101,0,101,8],[101,12,101,20],[90,12,90,20],[91,0,91,8],[91,12,91,20],[92,12,92,20],[93,0,93,8],[93,12,94,20],[96,12,96,20],[97,12,97,20],[98,0,98,8],[98,12,99,20],[100,12,100,20],[118,0,118,8],[118,12,118,20],[112,12,112,20],[113,0,113,8],[113,12,114,20],[115,0,115,8],[115,12,116,20],[117,12,117,20],[69,0,69,20],[70,0,70,20],[111,0,111,8],[111,12,111,20],[102,12,102,20],[103,0,103,8],[103,12,103,20],[104,12,104,20],[105,0,105,8],[105,12,105,20],[107,12,107,20],[108,12,108,20],[109,0,109,8],[109,12,109,20],[110,12,110,20],[107,0,107,10]]}
["WORKSHEET F2. INFILTRATION RAIN GARDEN OR LID SWALE BMP IN STEP 33 OF CATCHMENT FORM",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"[View BMP Factsheet]",null,null,"[View BMP Suitability Matrix]"]
[]
["Use this form for a single Infiltration Rain Garden or LID Swale BMP to: "]
["1. Confirm site suitability for an Infiltration Rain Garden or LID Swale BMP\n2. Determine the hardscape area managed by an Infiltration Rain Garden or LID Swale BMP"]
["Complete this worksheet for each instance of Infiltration Rain Garden or LID Swale BMP.  \nThe Hardscape Drainage Area here will count towards the total Area Managed in the Catchment Form. Continue adding BMP's until the remaining area to manage in the Catchment Form is 0. "]
[]
["a.","Infiltration Rain Garden or LID Swale BMP Designation (e.g. RG-1, LS-B, etc.):"]
[]
["b.","In Catchment #: "]
[]
["Confirm suitability for infiltration of runoff:"]
[]
["c.","Under 'Physical Setting' in the Rain Garden BMP factsheet, are all conditions met to safely infiltrate runoff? If Yes, continue to Step d. If No, then site is unsuitable for this BMP. Skip to Step 37 of the Catchment Form to investigate the possibility of using a conveyance BMP instead or redesign the site layout to accommodate infiltration.",null,null,null,null,null,null,null,null,null,null,null,null,"Enter Yes or No"]
[]
["d.","Total Hardscape Drainage Area Draining to BMP:      (Max 10,000 sf)",null,null,null,null,null,null,null,null,null,null,"=",null,"sf","Used to determine the \"Area Managed\" in Catchment Form (step 33)"]
[]
["e.",{"$f":"CONCATENATE(\"Hardscape Area Reduction from Tree Plantings. Max 20% (\",N15*0.2, \" sq ft)\")","v":"Hardscape Area Reduction from Tree Plantings. Max 20% (0 sq ft)"},null,null,null,null,null,null,null,null,null,null,"=",{"$f":"S62","v":0},"sf"]
[]
["f.","Total Remaining Hardscape Area",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"N15-N17","v":0},"sf","Number used for the BMP Drainage area in the calculator at the bottom of this worksheet (row 79), will continue to change as this worksheet is completed"]
[]
[{"$f":"CONCATENATE(\"Determine footprint/size of rain garden or LID swale BMP \",D7,\":\")","v":"Determine footprint/size of rain garden or LID swale BMP :"}]
[]
["g.","Once you have calculated the hardscape area reduction from tree plantings, use the BMP calculator at the bottom of the worksheet to calculate to determine the area footprint of the BMP (it will be automatically entered here). Indicate this area on plans as well.",null,null,null,null,null,null,null,null,null,null,null,{"$f":"J94","v":0},"square feet footprint of Infiltration Rain Garden or LID Swale BMP"]
[]
["h.",{"$f":"CONCATENATE(\"Confirm vegetation health. Have appropriate plants been chosen for level of moisture they are likely to receive, regardless\",\" of excavation depth and ponding depth set by overflow strategy? Plants are critical to the success of these systems.  If the answer is no, redesign the planting plan to improve plant establishment and long-term viability, then enter a yes.\")","v":"Confirm vegetation health. Have appropriate plants been chosen for level of moisture they are likely to receive, regardless of excavation depth and ponding depth set by overflow strategy? Plants are critical to the success of these systems.  If the answer is no, redesign the planting plan to improve plant establishment and long-term viability, then enter a yes."},null,null,null,null,null,null,null,null,null,null,null,null,"Enter Yes or No"]
[]
[{"$f":"CONCATENATE(\"Determine hardscape area reduction (max 20% reduction) from tree planting \",$D$7,\":\")","v":"Determine hardscape area reduction (max 20% reduction) from tree planting :"}]
[]
["i.","Limit Disturbance: Tree Protection BMP (Hardscape), Evergreen Tree Planting BMP, Vegetated Roof, and Contained Planters. Enter areas where these BMPs are placed over or overhang hardscape drainage areas in first box and multiply by value shown to find area generating runoff to manage. ",null,null,null,null,null,null,null,null,null,null,"=",0.5,"x",null,null,"=",{"$f":"N29*P29","v":0},"sf"]
[]
["Determine available proposed canopy of evergreen trees to manage hardscape areas:"]
[]
["Evergreen (Hardscape). Calculate the total mature canopy for multiple evergreen trees to manage hardscape area runoff. (If desired, trees may be used to prevent runoff from landscape areas using Worksheet B1 instead.)"]
[]
["j.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"P35*315","v":0},"sf"]
[]
["k.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"P37*490","v":0},"sf"]
[]
["l.","Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"P39*700","v":0},"sf"]
[]
["m.",{"$f":"CONCATENATE(\"Calculate available proposed evergreen canopy  = Step \",A35,\" + Step \",A37,\" + Step \",A39)","v":"Calculate available proposed evergreen canopy  = Step j. + Step k. + Step l."},null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,{"$f":"SUM(S35:S39)","v":0},"sf"]
[]
["n.",{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed evergreen trees = Step \",A41,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed evergreen trees = Step m. x value shown."},null,null,null,null,null,null,null,null,null,null,"=",0.5,"x",{"$f":"S41","v":0},"sf","=",{"$f":"N43*P43","v":0},"sf"]
[]
["Determine available proposed canopy of deciduous trees to manage hardscape areas:"]
[]
["Deciduous (Hardscape).  Calculate the total mature canopy for multiple trees. Enter only decidous trees planted  within 10 feet of hardscape area."]
[]
[]
["o.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"P50*315","v":0},"sf"]
[]
["p.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"P52*490","v":0},"sf"]
[]
["q.","Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"P54*700","v":0},"sf"]
[]
["r.",{"$f":"CONCATENATE(\"Calculate available proposed deciduous canopy  = Step \",A50,\" + Step \",A52,\" + Step \",A54)","v":"Calculate available proposed deciduous canopy  = Step o. + Step p. + Step q."},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(S50:S54)","v":0},"sf"]
[]
["s.",{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed deciduous trees = Step \",A56,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed deciduous trees = Step r. x value shown."},null,null,null,null,null,null,null,null,null,null,"=",0.25,"x",{"$f":"S56","v":0},"sf","=",{"$f":"N58*P58","v":0},"sf"]
[]
["t.",{"$f":"CONCATENATE(\"Calculate the total hardscape area that could be managed by proposed evergreen and deciduous trees plus tree protecton\")","v":"Calculate the total hardscape area that could be managed by proposed evergreen and deciduous trees plus tree protecton"},null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"S43+S58+S29","v":0},"sf"]
["u.","Maximum Total Hardscape Area Reduction from Tree Planting (Max 20%)",null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"N15*0.2","v":0},"sf"]
["v.","Actual Hardscape Area Reduction from Tree Planting",null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"MIN(S61,S60)","v":0},"sf"]
[]
[]
[]
[]
[]
[]
[]
["RAIN GARDEN & LID SWALE SIZING CALCULATOR-POST DEVELOPED"]
["Suitable for modeling a 24 Hour Storm, SBUH Type 1A Rainfall Distribution"]
[]
["Assumption: Time of concentration is conservatively 0."]
[]
["User Inputs",null,null,null,null,null,null,null,null,null,null,null,"INSTRUCTIONS:"]
[]
["24 Hour Rainfall Depth (i.e. Design Storm) = ",null,null,null,null,null,null,null,null,null,"in",null,"Enter your jurisdiction's 24-hour design storm."]
[]
["Drainage area  = ",null,null,null,null,null,null,null,null,{"$f":"N19","v":0},"sf",null,"Equals the Total Remaining Hardscape Drainage Area entered at the top of this Worksheet (step f)."]
[]
["Drainage Area Runoff Coefficient = ",null,null,null,null,null,null,null,null,0.9,null,null,"This is the \"C\" in the rational method (Q=CIA). Enter 0.9 for impervious surface or other appropriate runoff coefficient for your drainage area."]
[]
[]
["Design Infiltration Rate of Soil = ",null,null,null,null,null,null,null,null,null,"in/hr",null,"Enter the design infiltration rate as a result of on-site infiltration tests in or very near the facility footprint, per the instructions given in the Inflitration Testing Factsheet."]
[]
["Depth of Rock Trench Below Rain Garden (optional) = ",null,null,null,null,null,null,null,null,0,"in",null,"Optional: (Try to design the facility without this when possible). Enter the depth of the drain rock installed below the facility. Use a different modeling method if the footprint of this rock differs from the footprint of the facility."]
[]
[]
[]
["RockTrench Void Porosity = ",null,null,null,null,null,null,null,null,0.4,null,null,"Optional: This is typically 40%. Enter a different void porosity as needed."]
[]
["Desired Maximum Ponding Depth = ",null,null,null,null,null,null,null,null,12,"in",null,"Enter the maximum ponding depth desired, not to exceed 12 inches to protect plant health."]
[]
["Rain Garden Area = ",null,null,null,null,null,null,null,null,null,"sf",null,"Adjust this until the maximum ponding depth in facility is just less than the \"Desired Ponding Depth\" you just entered. This will ensure the facility is completely empty in 30 hours."]
[]
[]
["Calculated Design Criteria",null,null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
["Maximum Ponding Depth in Rain Garden = ",null,null,null,null,null,null,null,null,{"$f":"MAX(O124:O271)","v":0},"in",null,"Calculated. This is the depth of water predicted in the facility for the conditions entered in USER INPUTS."]
[]
[]
["Depth of Water Left in Rock Trench After 30 Hours = ",null,null,null,null,null,null,null,null,{"$f":"N305","v":{"$error":"#DIV/0!"}},"in",null,"Calculated. This should be 0 to be ready for the next storm."]
[]
["Depth of Water Left in Rain Garden After 30 Hours = ",null,null,null,null,null,null,null,null,{"$f":"O305","v":0},"in",null,"Calculated. This should be 0 to be ready for the next storm."]
[]
["Rain Garden Area is Adequately Sized? ",null,null,null,null,null,null,null,null,{"$f":"AND(J99<=J92,J102=0,J104=0)","v":{"$error":"#DIV/0!"}},null,null,"Calculated, if FALSE, increase Rain Garden Area in small increments until TRUE."]
[]
["Other Calculated Values",null,null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
["Peak Rainfall Intensity = ",null,null,null,null,null,null,null,null,{"$f":"MAX(D124:D271)","v":0},"in/hr",null,"Calculated from distribution."]
[]
["Peak flow infiltrated/kept on-site = ",null,null,null,null,null,null,null,null,{"$f":"H124","v":0},"cfs",null,"Calculated from distribution."]
[]
["Peak flow overflowing/leaving facility/site = ",null,null,null,null,null,null,null,null,{"$f":"MAX(P124:P305)","v":0},"cfs",null,"Calculated from distribution. Depending on your jurisdiction, this should be 0 (i.e. keeping 100% of stormwater on-site) or at least less than the predeveloped peak flow."]
[]
["SIZING FACTOR: Ratio of Facility Footprint to Drainage Area = ",null,null,null,null,null,null,null,null,{"$f":"$J$94/$J$79","v":{"$error":"#DIV/0!"}},null,null,"Calculated. Reflects the ratio of the footprint of the facilty to the drainage area (i.e. Rain Garden Area/Drainage Area). Changes with USER INPUTS."]
[]
[]
["Storage Capacity of Rock Trench = ",null,null,null,null,null,null,null,null,{"$f":"J86/12*J94*J90","v":0},"cf",null,"Calculated."]
["DO NOT EDIT THE FOLLOWING HYDROLOGIC MODEL (based on the SBUH hydrograph rainfall depth calculated using the rational method for each time interval):"]
["(1)","(2)",null,"(3)","(4)","(5)","(6)","(7)",null,"(8)","(9)",null,"(10)","(11)","(12)","(13)"]
["Time","Rainfall Depth",null,"Rainfall Intensity","Inflow Rate","Inflow Volume","Runoff Depth","Facility Infiltration Rate",null,"Inflow Rate - Facility Infiltration Rate","Inflow Volume - Infiltration Volume",null,"Cumulative Inflow Volume to be Stored","Rock Trench Ponding (if incl in design)","Rain Garden Ponding Depth","Outflow"]
["(min)","(in)",null,"(in/hr)","(cfs)","(cf)","(in)","(cfs)",null,"(cfs)","(cf)",null,"(cf)","(in)","(in)","(cfs)"]
[0,0,null,{"$f":"B124*6","v":0},{"$f":"$J$81*D124*$J$79/43560","v":0},{"$f":"(600*E124)","v":0},{"$f":"(F124*12/$J$79)","v":{"$error":"#DIV/0!"}},{"$f":"$J$94*$J$84/43200","v":0},null,{"$f":"(E124-H124)","v":0},{"$f":"J124*600","v":0},null,0,{"$f":"IF(M124/$J$94*12/$J$90>=$J$86,$J$86,M124/$J$94*12/$J$90)","v":{"$error":"#DIV/0!"}},{"$f":"IF(M124<=$J$119,0,(M124-$J$119)/$J$94*12*1.2)","v":0},{"$f":"IF(O125<$J$92,0,E124)","v":0}]
[10,{"$f":"$J$77*0.004","v":0},null,{"$f":"B125*6","v":0},{"$f":"$J$81*(D125/(12*3600))*$J$79","v":0},{"$f":"(600*E125)","v":0},{"$f":"(F125*12/$J$79)","v":{"$error":"#DIV/0!"}},0,null,{"$f":"(E125-H125)","v":0},{"$f":"J125*600","v":0},null,{"$f":"IF((K125+M124)<0,0,K125+M124)","v":0},{"$error":"#DIV/0!"},0,{"$f":"IF(O126<$J$92,0,E125)","v":0}]
[20,0,null,{"$f":"B126*6","v":0},{"$f":"$J$81*(D126/(12*3600))*$J$79","v":0},0,{"$f":"(F126*12/$J$79)","v":{"$error":"#DIV/0!"}},0,null,{"$f":"(R126-H126)","v":0},0,null,{"$f":"IF((K126+M125)<0,0,K126+M125)","v":0},{"$error":"#DIV/0!"},0,0]
[30,{"$f":"$J$77*0.004","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,{"$f":"(E127-H128)","v":0},0,null,0,{"$error":"#DIV/0!"},0,0]
[40,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,{"$f":"(E128-H129)","v":0},0,null,0,{"$error":"#DIV/0!"},0,0]
[50,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,{"$f":"(E129-H129)","v":0},0,null,0,{"$error":"#DIV/0!"},0,0]
[60,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[70,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[80,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[90,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[100,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[110,{"$f":"$J$77*0.005","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[120,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[130,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[140,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[150,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[160,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[170,{"$f":"$J$77*0.006","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[180,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[190,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[200,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[210,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[220,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[230,{"$f":"$J$77*0.007","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[240,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[250,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[260,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[270,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[280,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[290,{"$f":"$J$77*0.0082","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[300,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[310,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[320,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[330,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[340,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[350,{"$f":"$J$77*0.0095","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[360,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
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[1660,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1670,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1680,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1690,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1700,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1710,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1720,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1730,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1740,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1750,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1760,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1770,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1780,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1790,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1800,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
["THE FACILITY MUST HAVE INFILTRATED THE ENTIRE STORM IN 30 HOURS TO BE READY FOR THE NEXT ONE"]

{"sheet":"WS F3","index":9,"n_rows":303,"n_cols":22,"rows_kept":303,"cut":false,"hidden":true,"merged":[[2,0,2,19],[3,0,3,19],[4,0,4,19],[6,1,6,11],[36,1,36,11],[22,1,22,11],[22,14,22,18],[24,1,24,11],[20,0,20,11],[8,1,8,11],[12,1,12,11],[14,1,14,11],[16,1,16,11],[18,1,18,11],[10,0,10,11],[38,1,38,11],[40,1,40,11],[26,0,26,11],[32,0,32,11],[30,0,30,11],[28,1,28,11],[34,1,34,11],[58,1,58,11],[59,1,59,11],[60,1,60,11],[68,0,68,19],[42,1,42,11],[51,1,51,11],[53,1,53,11],[55,1,55,11],[57,1,57,11],[48,1,48,11],[50,1,50,11],[52,1,52,11],[54,1,54,11],[56,1,56,11],[44,0,44,11],[46,0,47,11],[77,0,77,8],[77,12,77,20],[78,12,78,20],[79,0,79,8],[79,12,80,20],[73,12,73,20],[74,12,74,20],[75,0,75,8],[75,12,75,20],[76,12,76,20],[73,0,73,10],[69,0,69,19],[91,12,91,20],[82,0,82,8],[82,12,82,20],[83,12,83,20],[84,0,84,8],[84,12,86,20],[87,12,87,20],[88,0,88,8],[88,12,88,20],[89,12,89,20],[90,0,90,8],[90,12,90,20],[82,10,82,11],[81,12,81,20],[71,0,71,14],[92,0,92,8],[92,12,93,20],[95,12,95,20],[96,12,96,20],[97,0,97,8],[97,12,97,20],[95,0,95,10],[107,0,107,8],[107,12,107,20],[98,12,98,20],[99,0,99,8],[99,12,99,20],[100,12,100,20],[101,0,101,8],[101,12,101,20],[102,12,102,20],[103,0,103,8],[103,12,103,20],[105,12,105,20],[106,12,106,20],[105,0,105,10],[115,0,115,8],[115,12,115,20],[108,12,108,20],[109,0,109,8],[109,12,110,20],[112,0,112,8],[112,12,113,20],[114,12,114,20]]}
["WORKSHEET F3. INFILTRATION STORMWATER PLANTER BMP IN STEP 34 OF CATCHMENT FORM",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"[View BMP Factsheet]",null,null,null,"[View BMP Suitability Matrix]"]
[]
["Use this form for a single Infiltration Stormwater Planter BMP to: "]
["1. Confirm site suitability for an Infiltration Stormwater Planter BMP\n2. Determine the hardscape area managed by an Infiltration Stormwater Planter BMP"]
["Complete this worksheet for each instance of Infiltration Stormwater Planter BMP.  \nThe Hardscape Drainage Area here will count towards the total Area Managed in the Catchment Form. Continue adding BMP's until the remaining area to manage in the Catchment Form is 0. "]
[]
["a.","Infiltration Stormwater Planter Designation (e.g. SP-1, etc.):"]
[]
["b.","In Catchment #: "]
[]
["Confirm suitability for infiltration of runoff:"]
[]
["c.","Under ''Physical Setting\" in the Stormwater Planter BMP factsheet, are all conditions met to safely infiltrate runoff? If Yes, continue to Step d. If No, then site is unsuitable for this BMP. Skip to Step 37 of the Catchment Form to investigate the possibility of using a conveyance BMP instead or redesign the site layout to accommodate infiltration.",null,null,null,null,null,null,null,null,null,null,null,null,"Enter Yes or No"]
[]
["d.","Total Hardscape Drainage Area Draining to BMP:      (Max 10,000 sf)",null,null,null,null,null,null,null,null,null,null,"=",null,"sf","Used to determine the \"Area Managed\" in Catchment Form (Step 34)"]
[]
["e.",{"$f":"CONCATENATE(\"Hardscape Area Reduction from Tree Plantings. Max 20% (\",N15*0.2, \" sq ft)\")","v":"Hardscape Area Reduction from Tree Plantings. Max 20% (0 sq ft)"},null,null,null,null,null,null,null,null,null,null,"=",{"$f":"S61","v":0},"sf"]
[]
["f.","Total Remaining Hardscape Area",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"N15-N17","v":0},"sf","Used for the BMP Drainage area in the calculator at the bottom of this worksheet (row 78)"]
[]
[{"$f":"CONCATENATE(\"Determine footprint/size of Infiltration Stormwater Planter BMP \",D7,\":\")","v":"Determine footprint/size of Infiltration Stormwater Planter BMP :"}]
[]
["g.","Once you have calculated the hardscape area reduction from tree plantings,  use the BMP calculator at the bottom of the worksheet to calculate to determine the area footprint of the BMP (it will be automatically entered here). Indicate this area on plans as well.",null,null,null,null,null,null,null,null,null,null,null,{"$f":"J93","v":0},"square feet footprint of Infiltration Stormwater Planter BMP"]
[]
["h.",{"$f":"CONCATENATE(\"Confirm vegetation health. Have appropriate plants been chosen for level of moisture they are likely to receive, regardless\",\" of excavation depth and ponding depth set by overflow strategy? Plants are critical to the success of these systems.  If the answer is no, redesign the planting plan to improve plant establishment and long-term viability, then enter a yes.\")","v":"Confirm vegetation health. Have appropriate plants been chosen for level of moisture they are likely to receive, regardless of excavation depth and ponding depth set by overflow strategy? Plants are critical to the success of these systems.  If the answer is no, redesign the planting plan to improve plant establishment and long-term viability, then enter a yes."},null,null,null,null,null,null,null,null,null,null,null,null,"Enter Yes or No"]
[]
[{"$f":"CONCATENATE(\"Determine hardscape area reduction (max 20% reduction) from tree planting \",$D$7,\":\")","v":"Determine hardscape area reduction (max 20% reduction) from tree planting :"}]
[]
["i.","Limit Disturbance: Tree Protection BMP (Hardscape), Evergreen Tree Planting BMP, Vegetated Roof, and Contained Planters. Enter areas where these BMPs are placed over or overhang hardscape drainage areas in first box and multiply by value shown to find area generating runoff to manage. ",null,null,null,null,null,null,null,null,null,null,"=",0.5,"x",null,null,"=",{"$f":"N29*P29","v":0},"sf"]
[]
["Determine available proposed canopy of evergreen trees to manage hardscape areas:"]
[]
["Evergreen (Hardscape). Calculate the total mature canopy for multiple evergreen trees to manage hardscape area runoff. (If desired, trees may be used to prevent runoff from landscape areas using Worksheet B1 instead.)"]
[]
["j.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"P35*315","v":0},"sf"]
[]
["k.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"P37*490","v":0},"sf"]
[]
["l.","Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"P39*700","v":0},"sf"]
[]
["m.",{"$f":"CONCATENATE(\"Calculate available proposed evergreen canopy  = Step \",A35,\" + Step \",A37,\" + Step \",A39)","v":"Calculate available proposed evergreen canopy  = Step j. + Step k. + Step l."},null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,{"$f":"SUM(S35:S39)","v":0},"sf"]
[]
["n.",{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed evergreen trees = Step \",A41,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed evergreen trees = Step m. x value shown."},null,null,null,null,null,null,null,null,null,null,"=",0.5,"x",{"$f":"S41","v":0},"sf","=",{"$f":"N43*P43","v":0},"sf"]
[]
["Determine available proposed canopy of deciduous trees to manage hardscape areas:"]
[]
["Deciduous (Hardscape).  Calculate the total mature canopy for multiple trees. Enter only decidous trees planted  within 10 feet of hardscape area."]
[]
["o.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"P49*315","v":0},"sf"]
[]
["p.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"P51*490","v":0},"sf"]
[]
["q.","Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"P53*700","v":0},"sf"]
[]
["r.",{"$f":"CONCATENATE(\"Calculate available proposed deciduous canopy  = Step \",A49,\" + Step \",A51,\" + Step \",A53)","v":"Calculate available proposed deciduous canopy  = Step o. + Step p. + Step q."},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(S49:S53)","v":0},"sf"]
[]
["s.",{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed deciduous trees = Step \",A55,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed deciduous trees = Step r. x value shown."},null,null,null,null,null,null,null,null,null,null,"=",0.25,"x",{"$f":"S55","v":0},"sf","=",{"$f":"N57*P57","v":0},"sf"]
[]
["t.",{"$f":"CONCATENATE(\"Calculate the total hardscape area that could be managed by proposed evergreen and deciduous trees plus tree protecton\")","v":"Calculate the total hardscape area that could be managed by proposed evergreen and deciduous trees plus tree protecton"},null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"S43+S57+S29","v":0},"sf"]
["u.","Maximum Total Hardscape Area Reduction from Tree Planting (Max 20%)",null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"N15*0.2","v":0},"sf"]
["v.","Actual Hardscape Area Reduction from Tree Planting",null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"MIN(S60,S59)","v":0},"sf"]
[]
[]
[]
[]
[]
[]
[]
["STORMWATER PLANTER SIZING CALCULATOR"]
["Suitable for modeling a 24 Hour Storm, SBUH Type 1A Rainfall Distribution"]
[]
["Assumption: Time of concentration is conservatively 0."]
[]
["User Inputs",null,null,null,null,null,null,null,null,null,null,null,"INSTRUCTIONS:"]
[]
["24 Hour Rainfall Depth (i.e. Design Storm) = ",null,null,null,null,null,null,null,null,null,"in",null,"Enter your jurisdiction's 24-hour design storm."]
[]
["Drainage area  = ",null,null,null,null,null,null,null,null,{"$f":"N19","v":0},"sf",null,"Equals the Total Remaining Hardscape Drainage Area entered at the top of this Worksheet (step e)."]
[]
["Drainage Area Runoff Coefficient = ",null,null,null,null,null,null,null,null,0.9,null,null,"This is the \"C\" in the rational method (Q=CIA). Enter 0.9 for impervious surface or other appropriate runoff coefficient for your drainage area."]
[]
[]
["Design Infiltration Rate of Soil = ",null,null,null,null,null,null,null,null,null,"in/hr",null,"Enter the design infiltration rate as a result of on-site infiltration tests in or very near the facility footprint, per the instructions given in the Inflitration Testing Factsheet."]
[]
["Depth of Rock Trench Below Stormwater Planter (optional) = ",null,null,null,null,null,null,null,null,0,"in",null,"Optional: (Try to design the facility without this when possible). Enter the depth of the drain rock installed below the facility. Use a different modeling method if the footprint of this rock differs from the footprint of the facility."]
[]
[]
[]
["Rock Trench Void Porosity = ",null,null,null,null,null,null,null,null,0.4,null,null,"Optional: This is typically 40%. Enter a different void porosity as needed."]
[]
["Desired Maximum Ponding Depth = ",null,null,null,null,null,null,null,null,12,"in",null,"Enter the maximum ponding depth desired, not to exceed 12 inches to protect plant health."]
[]
["Stormwater Planter Area = ",null,null,null,null,null,null,null,null,null,"sf",null,"Adjust this until the maximum ponding depth in facility is just less than the \"Desired Ponding Depth\" you just entered. This will ensure the facility is completely empty in 30 hours."]
[]
[]
["Calculated Design Criteria",null,null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
["Maximum Ponding Depth in Stormwater Planter = ",null,null,null,null,null,null,null,null,{"$f":"MAX(O121:O268)","v":0},"in",null,"Calculated. This is the depth of water predicted in the facility for the conditions entered in USER INPUTS."]
[]
["Depth of Water Left in Rock Trench After 30 Hours = ",null,null,null,null,null,null,null,null,{"$f":"N302","v":{"$error":"#DIV/0!"}},"in",null,"Calculated. This should be 0 to be ready for the next storm."]
[]
["Depth of Water Left in Stormwater Planter After 30 Hours = ",null,null,null,null,null,null,null,null,{"$f":"O302","v":0},"in",null,"Calculated. This should be 0 to be ready for the next storm."]
[]
["Stormwater Planter Area is Adequately Sized? ",null,null,null,null,null,null,null,null,{"$f":"AND(J98<=J91,J100=0,J102=0)","v":{"$error":"#DIV/0!"}},null,null,"Calculated, if FALSE, increase Stormwater Planter Area in small increments until TRUE."]
[]
["Other Calculated Values",null,null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
["Peak Rainfall Intensity = ",null,null,null,null,null,null,null,null,{"$f":"MAX(D121:D268)","v":0},"in/hr",null,"Calculated from distribution."]
[]
["Peak flow overflowing/leaving facility/site = ",null,null,null,null,null,null,null,null,{"$f":"MAX(P121:P302)","v":0},"cfs",null,"Calculated from distribution. Depending on your jurisdiction, this should be 0 (i.e. keeping 100% of stormwater on-site) or at least less than the predeveloped peak flow."]
[]
[]
["SIZING FACTOR: Ratio of Facility Footprint to Drainage Area = ",null,null,null,null,null,null,null,null,{"$f":"$J$93/$J$78","v":{"$error":"#DIV/0!"}},null,null,"Calculated. Reflects the ratio of the footprint of the facilty to the drainage area (i.e. Stormwater Planter Area/Drainage Area). Changes with USER INPUTS."]
[]
[]
["Storage Capacity of Rock Trench = ",null,null,null,null,null,null,null,null,{"$f":"J85/12*J93*J89","v":0},"cf",null,"Calculated."]
["DO NOT EDIT THE FOLLOWING HYDROLOGIC MODEL (based on the SBUH hydrograph rainfall depth calculated using the rational method for each time interval):"]
["(1)","(2)",null,"(3)","(4)","(5)","(6)","(7)",null,"(8)","(9)",null,"(10)","(11)","(12)"]
["Time","Rainfall Depth",null,"Rainfall Intensity","Inflow Rate","Inflow Volume","Runoff Depth","Facility Infiltration Rate",null,"Inflow Rate - Facility Infiltration Rate","Inflow Volume - Infiltration Volume",null,"Cumulative Inflow Volume to be Stored","Rock Trench Ponding (if incl in design)","SW Planter Ponding Depth","Outflow"]
["(min)","(in)",null,"(in/hr)","(cfs)","(cf)","(in)","(cfs)",null,"(cfs)","(cf)",null,"(cf)","(in)","(in)","(cfs)"]
[0,0,null,{"$f":"B121*6","v":0},{"$f":"$J$80*(D121/(12*3600))*$J$78","v":0},{"$f":"(600*E121)","v":0},{"$f":"(F121*12/$J$78)","v":{"$error":"#DIV/0!"}},{"$f":"$J$93*$J$83/43200","v":0},null,{"$f":"(E121-H121)","v":0},{"$f":"J121*600","v":0},null,0,{"$f":"IF(M121/$J$93*12/$J$89>=$J$85,$J$85,M121/$J$93*12/$J$89)","v":{"$error":"#DIV/0!"}},{"$f":"IF(M121<=$J$116,0,(M121-$J$116)/$J$93*12)","v":0},{"$f":"IF(O122<$J$91,0,G121)","v":0}]
[10,{"$f":"$J$76*0.004","v":0},null,{"$f":"B122*6","v":0},0,{"$f":"(600*E122)","v":0},{"$f":"(F122*12/$J$78)","v":{"$error":"#DIV/0!"}},0,null,{"$f":"(E122-H122)","v":0},{"$f":"J122*600","v":0},null,{"$f":"IF((K122+M121)<0,0,K122+M121)","v":0},{"$error":"#DIV/0!"},0,{"$f":"IF(O123<$J$91,0,G122)","v":0}]
[20,0,null,{"$f":"B123*6","v":0},0,0,{"$f":"(F123*12/$J$78)","v":{"$error":"#DIV/0!"}},0,null,{"$f":"(R123-H123)","v":0},0,null,{"$f":"IF((K123+M122)<0,0,K123+M122)","v":0},{"$error":"#DIV/0!"},0,0]
[30,{"$f":"$J$76*0.004","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,{"$f":"(E124-H125)","v":0},0,null,0,{"$error":"#DIV/0!"},0,0]
[40,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,{"$f":"(E125-H126)","v":0},0,null,0,{"$error":"#DIV/0!"},0,0]
[50,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,{"$f":"(E126-H126)","v":0},0,null,0,{"$error":"#DIV/0!"},0,0]
[60,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[70,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[80,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[90,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[100,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[110,{"$f":"$J$76*0.005","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[120,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[130,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[140,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[150,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[160,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[170,{"$f":"$J$76*0.006","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[180,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[190,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[200,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[210,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[220,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[230,{"$f":"$J$76*0.007","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[240,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[250,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[260,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[270,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
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[1580,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1590,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1600,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1610,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1620,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1630,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1640,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1650,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1660,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1670,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1680,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1690,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1700,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1710,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1720,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1730,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1740,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1750,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1760,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1770,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1780,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1790,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
[1800,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},0,0]
["THE FACILITY MUST HAVE INFILTRATED THE ENTIRE STORM IN 30 HOURS TO BE READY FOR THE NEXT ONE"]

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["WORKSHEET F4. SOAKAGE TRENCH BMP IN STEP 35 OF CATHCMENT FORM",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"[View BMP Factsheet]",null,"[View BMP Suitability Matrix]"]
[]
["Use this form for a single Soakage Trench BMP to: "]
["1. Confirm site suitability for a Soakage Trench BMP\n2. Determine the hardscape area managed by a Soakage Trench BMP"]
["Complete this worksheet for each instance of Soakage Trench  BMP.  \nThe Hardscape Drainage Area here will count towards the total Area Managed in the Catchment Form. Continue adding BMP's until the remaining area to manage in the Catchment Form is 0. "]
[]
["a.","Soakage Trench BMP Designation (e.g. ST-1, etc.):"]
[]
["b.","In Catchment #: "]
[]
["Confirm suitability for infiltration of runoff:"]
[]
["c.","Under 'Physical Setting' in the Soakage Trench BMP factsheet, are all conditions met to safely infiltrate runoff? If Yes, continue to Step d. If No, then site is unsuitable for this BMP. Skip to Step 37 of the Catchment Form to investigate the possibility of using a conveyance BMP instead or redesign the site layout to accommodate infiltration.",null,null,null,null,null,null,null,null,null,null,null,null,"Enter Yes or No"]
[]
["d.","Total Hardscape Drainage Area Draining to BMP:      (Max 10,000 sf)",null,null,null,null,null,null,null,null,null,null,"=",null,"sf","Used to determine the \"Area Managed\" in Catchment Form (step 35)"]
[]
["e.",{"$f":"CONCATENATE(\"Hardscape Area Reduction from Tree Plantings. Max 20% (\",N15*0.2, \" sq ft)\")","v":"Hardscape Area Reduction from Tree Plantings. Max 20% (0 sq ft)"},null,null,null,null,null,null,null,null,null,null,"=",{"$f":"S63","v":0},"sf"]
[]
["f.","Total Remaining Hardscape Area",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"N15-N17","v":0},"sf","Used for the BMP Drainage area in the calculator at the bottom of this worksheet (row 80)"]
[]
[{"$f":"CONCATENATE(\"Determine footprint/size of Soakage Trench BMP \",D7,\":\")","v":"Determine footprint/size of Soakage Trench BMP :"}]
[]
["g.","Once you have calculated the hardscape area reduction from tree plantings, use the BMP calculator at the bottom of the worksheet to calculate to determine the area footprint of the BMP (it will be automatically entered here) Indicate this area on plans as well.",null,null,null,null,null,null,null,null,null,null,null,{"$f":"J92","v":0},"square feet footprint of Soakage Trench BMP"]
[]
[5,{"$f":"CONCATENATE(\"Confirm vegetation health (not applicable to drywells and soakage trenches). Have appropriate plants been chosen for level of moisture they are likely to receive, regardless\",\" of excavation depth and ponding depth set by overflow strategy? Plants are critical to the success of these systems.  If the answer is no, redesign the planting plan to improve plant establishment and long-term viability, then enter a yes.\")","v":"Confirm vegetation health (not applicable to drywells and soakage trenches). Have appropriate plants been chosen for level of moisture they are likely to receive, regardless of excavation depth and ponding depth set by overflow strategy? Plants are critical to the success of these systems.  If the answer is no, redesign the planting plan to improve plant establishment and long-term viability, then enter a yes."},null,null,null,null,null,null,null,null,null,null,null,null,"Enter Yes or No"]
[]
[]
[{"$f":"CONCATENATE(\"Determine hardscape area reduction (max 20% reduction) from tree planting \",$D$7,\":\")","v":"Determine hardscape area reduction (max 20% reduction) from tree planting :"}]
[]
["h.","Limit Disturbance: Tree Protection BMP (Hardscape), Evergreen Tree Planting BMP, Vegetated Roof, and Contained Planters. Enter areas where these BMPs are placed over or overhang hardscape drainage areas in first box and multiply by value shown to find area generating runoff to manage. ",null,null,null,null,null,null,null,null,null,null,"=",0.5,"x",null,null,"=",{"$f":"N30*P30","v":0},"sf"]
[]
["Determine available proposed canopy of evergreen trees to manage hardscape areas:"]
[]
["Evergreen (Hardscape). Calculate the total mature canopy for multiple evergreen trees to manage hardscape area runoff. (If desired, trees may be used to prevent runoff from landscape areas using Worksheet B1 instead.)"]
[]
["i.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"P36*315","v":0},"sf"]
[]
["j.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"P38*490","v":0},"sf"]
[]
["k.","Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"P40*700","v":0},"sf"]
[]
["l.",{"$f":"CONCATENATE(\"Calculate available proposed evergreen canopy  = Step \",A36,\" + Step \",A38,\" + Step \",A40)","v":"Calculate available proposed evergreen canopy  = Step i. + Step j. + Step k."},null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,{"$f":"SUM(S36:S40)","v":0},"sf"]
[]
["m.",{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed evergreen trees = Step \",A42,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed evergreen trees = Step l. x value shown."},null,null,null,null,null,null,null,null,null,null,"=",0.5,"x",{"$f":"S42","v":0},"sf","=",{"$f":"N44*P44","v":0},"sf"]
[]
["Determine available proposed canopy of deciduous trees to manage hardscape areas:"]
[]
["Deciduous (Hardscape).  Calculate the total mature canopy for multiple trees. Enter only decidous trees planted  within 10 feet of hardscape area."]
[]
[]
["n.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"P51*315","v":0},"sf"]
[]
["o.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"P53*490","v":0},"sf"]
[]
["p.","Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"P55*700","v":0},"sf"]
[]
["q.",{"$f":"CONCATENATE(\"Calculate available proposed deciduous canopy  = Step \",A51,\" + Step \",A53,\" + Step \",A55)","v":"Calculate available proposed deciduous canopy  = Step n. + Step o. + Step p."},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(S51:S55)","v":0},"sf"]
[]
["r.",{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed deciduous trees = Step \",A57,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed deciduous trees = Step q. x value shown."},null,null,null,null,null,null,null,null,null,null,"=",0.25,"x",{"$f":"S57","v":0},"sf","=",{"$f":"N59*P59","v":0},"sf"]
[]
["s.",{"$f":"CONCATENATE(\"Calculate the total hardscape area that could be managed by proposed evergreen and deciduous trees plus tree protecton\")","v":"Calculate the total hardscape area that could be managed by proposed evergreen and deciduous trees plus tree protecton"},null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"S44+S59+S30","v":0},"sf"]
["t.","Maximum Total Hardscape Area Reduction from Tree Planting (Max 20%)",null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"N15*0.2","v":0},"sf"]
["u.","Actual Hardscape Area Reduction from Tree Planting",null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"MIN(S62,S61)","v":0},"sf"]
[]
[]
[]
[]
[]
[]
[]
["SOAKAGE TRENCH SIZING"]
["Suitable for modeling a 24 Hour Storm, SBUH Type 1A Rainfall Distribution"]
[]
["Assumptions: Only the void ratio in the open graded rock are included in this calculation. The 100% void ratio provided by a perforated pipe is assumed conservatively to be rock. Time of concentration is conservatively 0."]
[]
["User Inputs",null,null,null,null,null,null,null,null,null,null,null,"INSTRUCTIONS:"]
[]
["24 Hour Rainfall Depth (i.e. Design Storm) = ",null,null,null,null,null,null,null,null,null,"in",null,"Enter your jurisdiction's 24-hour design storm."]
[]
["Drainage area  = ",null,null,null,null,null,null,null,null,{"$f":"N19","v":0},"sf",null,"Equals the Total Remaining Hardscape Drainage Area entered at the top of this Worksheet (step f)."]
[]
["Drainage Area Runoff Coefficient = ",null,null,null,null,null,null,null,null,0.9,null,null,"This is the \"C\" in the rational method (Q=CIA). Enter 0.9 for impervious surface or other appropriate runoff coefficient for your drainage area."]
[]
[]
["Design Infiltration Rate of Soil = ",null,null,null,null,null,null,null,null,null,"in/hr",null,"Enter the design infiltration rate as a result of on-site infiltration tests in or very near the facility footprint, per the instructions given in the Inflitration Testing Factsheet."]
[]
[]
["Maximum Depth of Storage Rock Desired = ",null,null,null,null,null,null,null,null,null,"in",null,"Enter the maximum depth of rock desired."]
[]
["Void Porosity of Storage Rock = ",null,null,null,null,null,null,null,null,0.4,null,null,"Optional: This is typically 40%. Enter a different void porosity as needed."]
[]
["Soakage Trench Area = ",null,null,null,null,null,null,null,null,null,"sf",null,"Adjust this until the maximum ponding depth in facility is just less than the \"Desired Ponding Depth\" you just entered. This will ensure the facility is completely empty in 30 hours."]
[]
[]
["Calculated Design Criteria",null,null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
["Maximum Ponding Depth in Storage Rock During Storm = ",null,null,null,null,null,null,null,null,{"$f":"(MAX(N120:N267))","v":{"$error":"#DIV/0!"}},"in",null,"Calculated. This is the depth of water predicted in the facility for the conditions entered in USER INPUTS."]
[]
[]
["Depth of Water Left in Storage Trench After 30 Hours = ",null,null,null,null,null,null,null,null,{"$f":"N301","v":{"$error":"#DIV/0!"}},"in",null,"Calculated. This should be 0 to be ready for the next storm."]
[]
["Is the Soakage Trench Adequately Sized? ",null,null,null,null,null,null,null,null,{"$f":"AND(J100<=0,MAX(N120:N267)<=J88)","v":{"$error":"#DIV/0!"}},null,null,"Calculated. If FALSE, increase Soakage Trench Area in small increments until TRUE to manage all stormwater on-site."]
[]
[]
["Other Calculated Values",null,null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
["Peak Rainfall Intensity = ",null,null,null,null,null,null,null,null,{"$f":"MAX(D120:D267)","v":0},"in/hr",null,"Calculated from distribution"]
[]
["Peak flow overflowing/leaving facility/site = ",null,null,null,null,null,null,null,null,{"$f":"MAX(O120:O301)","v":{"$error":"#DIV/0!"}},"cfs",null,"Calculated from distribution. Depending on your jurisdiction, this should be 0 (i.e. keeping 100% of stormwater on-site) or at least less than the predeveloped peak flow."]
[]
[]
["SIZING FACTOR: Ratio of Rain Garden to Drainage Area = ",null,null,null,null,null,null,null,null,{"$f":"$J$92/$J$80","v":{"$error":"#DIV/0!"}},null,null,"Calculated. "]
[]
[]
["Storage Capacity of Rock Trench = ",null,null,null,null,null,null,null,null,{"$f":"J90/12*J92*J88","v":0},"cf",null,"Calculated."]
["DO NOT EDIT THE FOLLOWING HYDROLOGIC MODEL (based on the SBUH hydrograph rainfall depth calculated using the rational method for each time interval):"]
["(1)","(2)",null,"(3)","(4)","(5)","(6)","(7)",null,"(8)","(9)",null,"(10)","(11)"]
["Time","SBUH Rainfall Depth",null,"Rainfall Intensity","Inflow Rate","Inflow Volume","Runoff Depth","Facility Infiltration Rate",null,"Inflow Rate - Facility Infiltration Rate","Inflow Volume - Infiltration Volume",null,"Cumulative Inflow Volume to be Stored","Storage Rock Ponding without Control Structure","Outflow"]
["(min)","(in)",null,"(in/hr)","(cfs)","(cf)","(in)","(cfs)",null,"(cfs)","(cf)",null,"(cf)","(in)","(cfs)"]
[0,0,null,{"$f":"B120*6","v":0},{"$f":"$J$82*(D120/(12*3600))*$J$80","v":0},{"$f":"(600*E120)","v":0},{"$f":"(F120*12/$J$80)","v":{"$error":"#DIV/0!"}},{"$f":"$J$92*$J$85/43200","v":0},null,null,null,null,null,{"$f":"M120/$J$92*12/$J$90","v":{"$error":"#DIV/0!"}},{"$f":"IF(N121<$J$88,0,G120)","v":{"$error":"#DIV/0!"}}]
[10,{"$f":"$J$78*0.004","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$f":"$J$92*$J$85/43200","v":0},null,{"$f":"(E121-H121)","v":0},{"$f":"J121*600","v":0},null,{"$f":"IF((K121+M120)<0,0,K121+M120)","v":0},{"$f":"M121/$J$92*12/$J$90","v":{"$error":"#DIV/0!"}},{"$f":"IF(N122<$J$88,0,G121)","v":{"$error":"#DIV/0!"}}]
[20,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,{"$f":"(E122-H122)","v":0},0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[30,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,{"$f":"(E123-H124)","v":0},0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[40,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,{"$f":"(E124-H125)","v":0},0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[50,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,{"$f":"(E125-H125)","v":0},0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[60,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[70,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[80,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[90,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[100,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[110,{"$f":"$J$78*0.005","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[120,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[130,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[140,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[150,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[160,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[170,{"$f":"$J$78*0.006","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[180,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[190,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[200,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[210,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[220,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
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[{"$f":"A267+10","v":1470},0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1480,0,null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1490,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1500,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1510,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1520,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1530,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1540,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1550,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1560,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1570,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1580,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1590,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1600,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1610,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1620,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1630,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1640,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1650,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1660,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1670,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1680,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1690,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1700,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1710,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1720,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1730,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1740,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1750,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1760,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1770,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1780,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1790,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
[1800,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},0,null,0,0,null,0,{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
["IF THE FACILITY MUST INFILTRATE THE ENTIRE STORM IN 30 HOURS TO BE READY FOR THE NEXT ONE, STOP HERE (1800 MINUTES = 30 HOURS)"]

{"sheet":"WS F5","index":11,"n_rows":260,"n_cols":25,"rows_kept":260,"cut":false,"hidden":true,"merged":[[35,1,35,11],[96,0,96,9],[107,0,107,9],[47,0,48,11],[2,0,2,19],[3,0,3,19],[4,0,4,19],[6,1,6,11],[8,1,8,11],[12,1,12,11],[14,1,14,11],[16,1,16,11],[18,1,18,11],[10,0,10,11],[20,0,20,11],[27,0,27,11],[33,0,33,11],[31,0,31,11],[22,1,22,11],[22,14,22,18],[24,1,24,11],[29,1,29,11],[37,1,37,11],[39,1,39,11],[41,1,41,11],[43,1,43,11],[45,0,45,11],[84,11,85,20],[73,0,73,19],[75,11,75,20],[76,11,76,20],[77,11,77,20],[78,11,78,20],[79,11,79,20],[75,0,75,9],[71,0,71,19],[50,1,50,11],[52,1,52,11],[54,1,54,11],[56,1,56,11],[58,1,58,11],[60,1,60,11],[61,1,61,11],[62,1,62,11],[70,0,70,19],[79,27,79,37],[80,11,80,20],[80,27,80,37],[81,11,82,20],[83,11,83,20],[101,11,101,20],[86,11,86,20],[87,11,87,20],[88,11,88,20],[89,11,91,20],[92,11,92,20],[93,11,94,20],[96,11,96,20],[97,11,97,20],[98,11,98,20],[99,11,99,20],[100,11,100,20],[109,11,109,20],[109,27,109,37],[102,11,102,20],[103,11,103,20],[104,0,104,7],[104,11,105,20],[107,11,107,20],[108,11,108,20]]}
["WORKSHEET F5. DRYWELL BMP IN STEP 36 OF CATCHMENT FORM",null,null,null,null,null,null,null,null,null,null,null,null,"[View BMP Factsheet]",null,null,"[View BMP Suitability Matrix]"]
[]
["Use this form for a single Drywell BMP to: "]
["1. Confirm site suitability for a Drywell BMP\n2. Determine the hardscape area managed by a Drywell BMP"]
["Complete this worksheet for each instance of Drywell BMP.  \nThe Hardscape Drainage Area here will count towards the total Area Managed in the Catchment Form. Continue adding BMP's until the remaining area to manage in the Catchment Form is 0. "]
[]
["a.","Drywell BMP Designation (e.g. DW-1, etc.):",null,null,null,null,null,null,null,null,null,null,null,"  "]
[]
["b.","In Catchment #: "]
[]
["Confirm suitability for infiltration of runoff:"]
[]
["c.","Under 'Physical Setting' in the Drywell BMP factsheet, are all conditions met to safely infiltrate runoff? If Yes, continue to Step d. If No, then site is unsuitable for this BMP. Skip to Step 37 of the Catchment Form to investigate the possibility of using a conveyance BMP instead or redesign the site layout to accommodate infiltration.",null,null,null,null,null,null,null,null,null,null,null,null,"Enter Yes or No"]
[]
["d.","Total Hardscape Drainage Area Draining to BMP:     (Max 10,000 sf)",null,null,null,null,null,null,null,null,null,null,"=",null,"sf","Used to determine the \"Area Managed\" in Catchment Form (step 36)"]
[]
["e.",{"$f":"CONCATENATE(\"Hardscape Area Reduction from Tree Plantings. Max 20% (\",N15*0.2, \" sq ft)\")","v":"Hardscape Area Reduction from Tree Plantings. Max 20% (0 sq ft)"},null,null,null,null,null,null,null,null,null,null,"=",{"$f":"S63","v":0},"sf"]
[]
["f.","Total Remaining Hardscape Area",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"N15-N17","v":0},"sf","Used for the BMP Drainage area in the calculator at the bottom of this worksheet (row 80)"]
[]
[{"$f":"CONCATENATE(\"Determine footprint/size of Drywell BMP \",D7,\":\")","v":"Determine footprint/size of Drywell BMP :"}]
[]
["g.","Once you have calculated the hardscape area reduction from tree plantings, use the BMP calculator at the bottom of the worksheet to calculate to determine the area footprint of the BMP (it will be automatically entered here) Indicate this area on plans as well.",null,null,null,null,null,null,null,null,null,null,null,{"$f":"I99","v":1.5707963267948966},"square feet footprint of Drywell BMP"]
[]
[5,{"$f":"CONCATENATE(\"Confirm vegetation health (not applicable to drywells and soakage trenches). Have appropriate plants been chosen for level of moisture they are likely to receive, regardless\",\" of excavation depth and ponding depth set by overflow strategy? Plants are critical to the success of these systems.  \nIf the answer is no, redesign the planting plan to improve plant establishment and long-term viability, then enter a yes.\")","v":"Confirm vegetation health (not applicable to drywells and soakage trenches). Have appropriate plants been chosen for level of moisture they are likely to receive, regardless of excavation depth and ponding depth set by overflow strategy? Plants are critical to the success of these systems.  \nIf the answer is no, redesign the planting plan to improve plant establishment and long-term viability, then enter a yes."},null,null,null,null,null,null,null,null,null,null,null,null,"Enter Yes or No"]
[]
[]
[{"$f":"CONCATENATE(\"Determine hardscape area reduction (max 20% reduction) from tree planting \",$D$7,\":\")","v":"Determine hardscape area reduction (max 20% reduction) from tree planting :"}]
[]
["h.","Limit Disturbance: Tree Protection BMP (Hardscape), Evergreen Tree Planting BMP, Vegetated Roof, and Contained Planters. Enter areas where these BMPs are placed over or overhang hardscape drainage areas in first box and multiply by value shown to find area generating runoff to manage. ",null,null,null,null,null,null,null,null,null,null,"=",0.5,"x",null,null,"=",{"$f":"N30*P30","v":0},"sf"]
[]
["Determine available proposed canopy of evergreen trees to manage hardscape areas:"]
[]
["Evergreen (Hardscape). Calculate the total mature canopy for multiple evergreen trees to manage hardscape area runoff. (If desired, trees may be used to prevent runoff from landscape areas using Worksheet B1 instead.)"]
[]
["i.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"P36*315","v":0},"sf"]
[]
["j.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"P38*490","v":0},"sf"]
[]
["k.","Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"P40*700","v":0},"sf"]
[]
["l.",{"$f":"CONCATENATE(\"Calculate available proposed evergreen canopy  = Step \",A36,\" + Step \",A38,\" + Step \",A40)","v":"Calculate available proposed evergreen canopy  = Step i. + Step j. + Step k."},null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,{"$f":"SUM(S36:S40)","v":0},"sf"]
[]
["m.",{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed evergreen trees = Step \",A42,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed evergreen trees = Step l. x value shown."},null,null,null,null,null,null,null,null,null,null,"=",0.5,"x",{"$f":"S42","v":0},"sf","=",{"$f":"N44*P44","v":0},"sf"]
[]
["Determine available proposed canopy of deciduous trees to manage hardscape areas:"]
[]
["Deciduous (Hardscape).  Calculate the total mature canopy for multiple trees. Enter only decidous trees planted  within 10 feet of hardscape area."]
[]
[]
["n.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"P51*315","v":0},"sf"]
[]
["o.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"P53*490","v":0},"sf"]
[]
["p.","Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"P55*700","v":0},"sf"]
[]
["q.",{"$f":"CONCATENATE(\"Calculate available proposed deciduous canopy  = Step \",A51,\" + Step \",A53,\" + Step \",A55)","v":"Calculate available proposed deciduous canopy  = Step n. + Step o. + Step p."},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(S51:S55)","v":0},"sf"]
[]
["r.",{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed deciduous trees = Step \",A57,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed deciduous trees = Step q. x value shown."},null,null,null,null,null,null,null,null,null,null,"=",0.25,"x",{"$f":"S57","v":0},"sf","=",{"$f":"N59*P59","v":0},"sf"]
[]
["s.",{"$f":"CONCATENATE(\"Calculate the total hardscape area that could be managed by proposed evergreen and deciduous trees plus tree protecton\")","v":"Calculate the total hardscape area that could be managed by proposed evergreen and deciduous trees plus tree protecton"},null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"S44+S59+S30","v":0},"sf"]
["t.","Maximum Total Hardscape Area Reduction from Tree Planting (Max 20%)",null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"N15*0.2","v":0},"sf"]
["u.","Actual Hardscape Area Reduction from Tree Planting",null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"MIN(S62,S61)","v":0},"sf"]
[]
[]
[]
[]
[]
[]
[]
["DRYWELL SIZING"]
["Suitable for modeling a 24 Hour Storm, SBUH Type IA Rainfall Distribution"]
[]
["Assumptions: There is no storage in the rings or the rock. The infiltration capacity of the facility is based solely on the vertical area of the drywell. Time of concentration is conservatively 0. Outflow rate must equal or exceed peak inflow rate."]
[]
["User Inputs",null,null,null,null,null,null,null,null,null,null,"INSTRUCTIONS:",null,null,null,null,null,null,null,null,null,null,null,null," "]
[]
[null,null,null,null,null,null,null,"24 Hour Rainfall Depth (i.e. Design Storm) = ",null,"in",null,"Enter your jurisdiction's 24-hour design storm."]
[]
[null,null,null,null,null,null,null,"Drainage area  = ",{"$f":"N19","v":0},"sf",null,"Equals the Total Remaining Hardscape Drainage Area entered at the top of this Worksheet (step f)."]
[]
[null,null,null,null,null,null,null,"Drainage Area Runoff Coefficient = ",0.9,null,null,"This is the \"C\" in the rational method (Q=CIA). Enter 0.9 for impervious surface or other appropriate runoff coefficient for your drainage area."]
[]
[]
[null,null,null,null,null,null,null,"Design Infiltration Rate of Soil = ",null,"in/hr",null,"Enter the lowest design infiltration rate resulting from on-site infiltration tests in all the soil layers that perforated rings may infiltrate into. (Must be performed by a geotechnical engineer.)"]
[]
[]
[null,null,null,null,null,null,null,"Diameter of drywell rings = ",null,"in",null,"Enter the diameter of the rings (usually perforated plastic or concrete)."]
[]
[null,null,null,null,null,null,null,"Thickness of drain rock around outside = ",12,"in",null,"This is usually at least 12 inches, but you make this larger if you need a larger infiltration area to make  \"Is the Drywell Adequately Sized\" = TRUE. Make sure the detail on your plans shows the right amount of rock surrounding the rings."]
[]
[]
[]
[null,null,null,null,null,null,null,"Length of perforated rings to be installed  = ",null,"ft",null,"Adjust the total length of perforated rings (usually up to 30 feet deep) until \"Is the Drywell Adequately Sized\" = TRUE."]
[]
[]
["Calculated Design Criteria",null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
[null,null,null,null,null,null,null,"Drywell Infiltration Area = ",{"$f":"2*PI()*((I88+I90)/2/12)*I94+2*PI()*(((I88+I90)/2/12)^2)","v":1.5707963267948966},"ft",null,"Calculated."]
[]
[null,null,null,null,null,null,null,"Peak Infow Rate = ",{"$f":"MAX(E116:E260)","v":0},"cfs",null,"Calculated."]
[]
[null,null,null,null,null,null,null,"Facility Infiltration/Outflow Rate = ",{"$f":"$I$99*$I$85/43200","v":0},"cfs",null,"Calculated based on dimensions and infiltration rate."]
[]
["Is the Drywell Adequately Sized? ",null,null,null,null,null,null,null,{"$f":"AND(I101<I103)","v":false},null,null,"Calculated. If FALSE, increase thickness of drain rock around outside or length of perforated rings until TRUE."]
[]
[]
["Other Calculated Values",null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
[null,null,null,null,null,null,null,"Peak Rainfall Intensity = ",{"$f":"MAX(D116:D260)","v":0},"in/hr",null,"Calculated from distribution."]
[]
["DO NOT EDIT THE FOLLOWING HYDROLOGIC MODEL (based on the hydrograph rainfall depth calculated using the rational method for each time interval):"]
["(1)",null,"(2)","(3)","(4)"]
["Time","Type IA Hyteograph","SBUH Rainfall Depth","Rainfall Intensity","Inflow Rate"]
["(min)",null,"(in)","(in/hr)","(cfs)"]
[0,0,{"$f":"B116*$I$78","v":0},{"$f":"C116*6","v":0},{"$f":"$I$82*(D116/(12*3600))*$I$80","v":0}]
[10,4.0000000000000001E-3,0,0,0]
[20,4.0000000000000001E-3,0,0,0]
[30,4.0000000000000001E-3,0,0,0]
[40,4.0000000000000001E-3,0,0,0]
[50,4.0000000000000001E-3,0,0,0]
[60,4.0000000000000001E-3,0,0,0]
[70,4.0000000000000001E-3,0,0,0]
[80,4.0000000000000001E-3,0,0,0]
[90,4.0000000000000001E-3,0,0,0]
[100,4.0000000000000001E-3,0,0,0]
[110,5.0000000000000001E-3,0,0,0]
[120,5.0000000000000001E-3,0,0,0]
[130,5.0000000000000001E-3,0,0,0]
[140,5.0000000000000001E-3,0,0,0]
[150,5.0000000000000001E-3,0,0,0]
[160,5.0000000000000001E-3,0,0,0]
[170,6.0000000000000001E-3,0,0,0]
[180,6.0000000000000001E-3,0,0,0]
[190,6.0000000000000001E-3,0,0,0]
[200,6.0000000000000001E-3,0,0,0]
[210,6.0000000000000001E-3,0,0,0]
[220,6.0000000000000001E-3,0,0,0]
[230,7.0000000000000001E-3,0,0,0]
[240,7.0000000000000001E-3,0,0,0]
[250,7.0000000000000001E-3,0,0,0]
[260,7.0000000000000001E-3,0,0,0]
[270,7.0000000000000001E-3,0,0,0]
[280,7.0000000000000001E-3,0,0,0]
[290,8.2000000000000007E-3,0,0,0]
[300,8.2000000000000007E-3,0,0,0]
[310,8.2000000000000007E-3,0,0,0]
[320,8.2000000000000007E-3,0,0,0]
[330,8.2000000000000007E-3,0,0,0]
[340,8.2000000000000007E-3,0,0,0]
[350,9.4999999999999998E-3,0,0,0]
[360,9.4999999999999998E-3,0,0,0]
[370,9.4999999999999998E-3,0,0,0]
[380,9.4999999999999998E-3,0,0,0]
[390,9.4999999999999998E-3,0,0,0]
[400,9.4999999999999998E-3,0,0,0]
[410,1.34E-2,0,0,0]
[420,1.34E-2,0,0,0]
[430,1.34E-2,0,0,0]
[440,1.7999999999999999E-2,0,0,0]
[450,1.7999999999999999E-2,0,0,0]
[460,3.4000000000000002E-2,0,0,0]
[470,5.3999999999999999E-2,0,0,0]
[480,2.7E-2,0,0,0]
[490,1.7999999999999999E-2,0,0,0]
[500,1.34E-2,0,0,0]
[510,1.34E-2,0,0,0]
[520,1.34E-2,0,0,0]
[530,8.8000000000000005E-3,0,0,0]
[540,8.8000000000000005E-3,0,0,0]
[550,8.8000000000000005E-3,0,0,0]
[560,8.8000000000000005E-3,0,0,0]
[570,8.8000000000000005E-3,0,0,0]
[580,8.8000000000000005E-3,0,0,0]
[590,8.8000000000000005E-3,0,0,0]
[600,8.8000000000000005E-3,0,0,0]
[610,8.8000000000000005E-3,0,0,0]
[620,8.8000000000000005E-3,0,0,0]
[630,8.8000000000000005E-3,0,0,0]
[640,8.8000000000000005E-3,{"$f":"B180*$I$78","v":0},{"$f":"C180*6","v":0},{"$f":"$I$82*(D180/(12*3600))*$I$80","v":0}]
[650,7.1999999999999998E-3,0,0,0]
[660,7.1999999999999998E-3,0,0,0]
[670,7.1999999999999998E-3,0,0,0]
[680,7.1999999999999998E-3,0,0,0]
[690,7.1999999999999998E-3,0,0,0]
[700,7.1999999999999998E-3,0,0,0]
[710,7.1999999999999998E-3,0,0,0]
[720,7.1999999999999998E-3,0,0,0]
[730,7.1999999999999998E-3,0,0,0]
[740,7.1999999999999998E-3,0,0,0]
[750,7.1999999999999998E-3,0,0,0]
[760,7.1999999999999998E-3,0,0,0]
[770,5.7000000000000002E-3,0,0,0]
[780,5.7000000000000002E-3,0,0,0]
[790,5.7000000000000002E-3,0,0,0]
[800,5.7000000000000002E-3,0,0,0]
[810,5.7000000000000002E-3,0,0,0]
[820,5.7000000000000002E-3,0,0,0]
[830,5.7000000000000002E-3,0,0,0]
[840,5.7000000000000002E-3,0,0,0]
[850,5.7000000000000002E-3,0,0,0]
[860,5.7000000000000002E-3,0,0,0]
[870,5.7000000000000002E-3,0,0,0]
[880,5.7000000000000002E-3,0,0,0]
[890,5.0000000000000001E-3,0,0,0]
[900,5.0000000000000001E-3,0,0,0]
[910,5.0000000000000001E-3,0,0,0]
[920,5.0000000000000001E-3,0,0,0]
[930,5.0000000000000001E-3,0,0,0]
[940,5.0000000000000001E-3,0,0,0]
[950,5.0000000000000001E-3,0,0,0]
[960,5.0000000000000001E-3,0,0,0]
[970,5.0000000000000001E-3,0,0,0]
[980,5.0000000000000001E-3,0,0,0]
[990,5.0000000000000001E-3,0,0,0]
[1000,5.0000000000000001E-3,0,0,0]
[1010,4.0000000000000001E-3,0,0,0]
[1020,4.0000000000000001E-3,0,0,0]
[1030,4.0000000000000001E-3,0,0,0]
[1040,4.0000000000000001E-3,0,0,0]
[1050,4.0000000000000001E-3,0,0,0]
[1060,4.0000000000000001E-3,0,0,0]
[1070,4.0000000000000001E-3,0,0,0]
[1080,4.0000000000000001E-3,0,0,0]
[1090,4.0000000000000001E-3,0,0,0]
[1100,4.0000000000000001E-3,0,0,0]
[1110,4.0000000000000001E-3,0,0,0]
[1120,4.0000000000000001E-3,0,0,0]
[1130,4.0000000000000001E-3,0,0,0]
[1140,4.0000000000000001E-3,0,0,0]
[1150,4.0000000000000001E-3,0,0,0]
[1160,4.0000000000000001E-3,0,0,0]
[1170,4.0000000000000001E-3,0,0,0]
[1180,4.0000000000000001E-3,0,0,0]
[1190,4.0000000000000001E-3,0,0,0]
[1200,4.0000000000000001E-3,0,0,0]
[1210,4.0000000000000001E-3,0,0,0]
[1220,4.0000000000000001E-3,0,0,0]
[1230,4.0000000000000001E-3,0,0,0]
[1240,4.0000000000000001E-3,0,0,0]
[1250,4.0000000000000001E-3,0,0,0]
[1260,4.0000000000000001E-3,0,0,0]
[1270,4.0000000000000001E-3,0,0,0]
[1280,4.0000000000000001E-3,{"$f":"B244*$I$78","v":0},{"$f":"C244*6","v":0},{"$f":"$I$82*(D244/(12*3600))*$I$80","v":0}]
[1290,4.0000000000000001E-3,0,0,0]
[1300,4.0000000000000001E-3,0,0,0]
[1310,4.0000000000000001E-3,0,0,0]
[1320,4.0000000000000001E-3,0,0,0]
[1330,4.0000000000000001E-3,0,0,0]
[1340,4.0000000000000001E-3,0,0,0]
[1350,4.0000000000000001E-3,0,0,0]
[1360,4.0000000000000001E-3,0,0,0]
[1370,4.0000000000000001E-3,0,0,0]
[1380,4.0000000000000001E-3,0,0,0]
[1390,4.0000000000000001E-3,0,0,0]
[1400,4.0000000000000001E-3,0,0,0]
[1410,4.0000000000000001E-3,0,0,0]
[1420,4.0000000000000001E-3,0,0,0]
[1430,4.0000000000000001E-3,0,0,0]
[1440,4.0000000000000001E-3,0,0,0]

{"sheet":"WS F6","index":12,"n_rows":40,"n_cols":9,"rows_kept":40,"cut":false,"hidden":true,"merged":[[0,0,0,4],[2,0,2,4],[3,0,3,4],[4,0,4,4],[35,0,35,1],[17,0,17,1],[11,0,11,1]]}
["WORKSHEET F6. VEGETATED FILTER STRIP BMP IN STEP 38 OF CATCHMENT FORM",null,null,null,null,"[View BMP Factsheet]",null,null,"[View BMP Suitability Matrix]"]
[]
["Use this form for a single Vegetated Filter Strip BMP to: "]
["1. Confirm site suitability for a Vegetated Filter Strip BMP\n2. Determine the hardscape area managed by a Vegetated Filter Strip BMP"]
["Complete this worksheet for each instance of Vegetated Filter Strip BMP.  \nThe Hardscape Drainage Area here will count towards the total Area Managed in the Catchment Form. Continue adding BMP's until the remaining area to manage in the Catchment Form is 0. "]
["a.","Vegetated Filter Strip Designation (eg. VFS-1, etc.):"]
[]
["b.","Enter total hardscape surface area draining to the VFS: "]
[]
["c.","In Catchment #: "]
[]
["Confirm suitability for infiltration of runoff:"]
[]
["d.","Under 'Physical Setting' in the Vegetated Filter Strip BMP fact sheet, are all conditions met to safely infiltrate runoff from other surfaces? If Yes, continue to Step e. If No, then site is unsuitable for a vegetated filter strip. Skip to Step 39 of the Catchment Form to investigate the possibility of using a downspout disconnect.",null,"Enter Yes or No"]
[]
["e.","Enter tested design infiltration rate, ideally performed within the footprint of the vegetated filter strip. If the infiltration rate is less than 2.0 inches/hour, use another method to size this facility. If the infiltration rate greater than or equal to 2.0 inches/hour, continue to Step f.",null,"in/hr"]
[]
[{"$f":"CONCATENATE(\"Determine the width of the Vegetated Filter Strip \",C6,\":\")","v":"Determine the width of the Vegetated Filter Strip :"}]
[]
["f.",{"$f":"CONCATENATE(\"Enter the width of the drainage area directed to the vegetated filter strip, which must be less than or equal to 75 feet.\")","v":"Enter the width of the drainage area directed to the vegetated filter strip, which must be less than or equal to 75 feet."},null,"ft"]
[]
["g.","Enter the maximum slope (in any direction) across the vegetated filter strip, which must be less than 15%.",null,"%"]
[]
["h.","Enter width sizing factor. Using Table F6 enter the sizing factor that corresponds to the VFS slope in Step g.",{"$f":"IF(OR(ISBLANK(C22),ISBLANK(C20),ISBLANK(C16),ISBLANK(C14)),\"Complete Worksheet\",IF(AND(C22>0,C22<2),D28,(IF(OR(C16<2,C20>75,C22>15),\"Values in Step d, e, or f exceed design requirements. Review and re-enter.\",IF(AND(C22>=2,C22<5),D29,IF(AND(C22>=5,C22<10),D30,IF(AND(C22>=10,C22<=15),D31,D32)))))))","v":"Complete Worksheet"}]
[]
[null,"Table F6: Vegetated Filter Strip Sizing Factors"]
[null,null,"VFS Slope [%]","Sizing Factor"]
[null,null,"0 - 1.9",0.26]
[null,null,"2 - 4.9",0.34]
[null,null,"5 - 9.9",0.5]
[null,null,"10 - 15",0.67]
[null,null,">15","N/A"]
[]
["i.",{"$f":"CONCATENATE(\"Calculate the width of the VFS installed perpendicular to the runoff it receives = Step \",A20,\" x Step \",A24,\" Indicate this width on construction plans and details.\")","v":"Calculate the width of the VFS installed perpendicular to the runoff it receives = Step f. x Step h. Indicate this width on construction plans and details."},{"$f":"IF(OR(ISBLANK(C20),C24=\"Complete Worksheet\",C24=\"Values in Step d, e, or f exceed design requirements. Review and re-enter.\"),\"Complete Worksheet\",C20*C24)","v":"Complete Worksheet"},"ft"]
[]
[{"$f":"CONCATENATE(\"Determine the area managed by the VFS BMP \",C6,\":\")","v":"Determine the area managed by the VFS BMP :"}]
[]
["j.","Enter the length of the drainage area (which, by design, also equals the length of the vegetated filter strip).",null,"ft"]
[]
["k.","Calculate the hardscape area managed the Vegetated Filter Strip. This will be the lesser of the total hardscape surface area draining to the VFS in Step b. or the width of the VFS in Step f. multiplied by the length in Step j.  This number will be used to determine the \"Area Managed\" in the Catchment Form.",{"$f":"IF(OR(,ISBLANK(C8),ISBLANK(C14),ISBLANK(C16),ISBLANK(C20),ISBLANK(C22),ISBLANK(C38)),\"Complete Worksheet\",MIN(C8,C38*C20))","v":"Complete Worksheet"},"sf of hardscape area","Used to determine the \"Area Managed\" in Catchment Form (step 38)"]

{"sheet":"WS F7","index":13,"n_rows":30,"n_cols":10,"rows_kept":30,"cut":false,"hidden":true,"merged":[[27,0,27,1],[15,0,15,1],[2,0,2,5],[3,0,3,5],[4,0,4,5],[9,0,9,1]]}
["WORKSHEET F7. DOWNSPOUT DISCONNECTION BMP IN STEP 39 OF CATCHMENT FORM",null,null,null,null,null,"[View BMP Factsheet]",null,null,"[View BMP Suitability Matrix]"]
[]
["Use this form for a single Downspout Disconnection BMP to: "]
["1. Confirm site suitability for a Downspout Disconnection BMP\n2. Determine the hardscape area managed by a Downspout Disconnection BMP"]
["Complete this worksheet for each instance of Downspout Disconnection BMP.  \nThe Hardscape Drainage Area here will count towards the total Area Managed in the Catchment Form. Continue adding BMP's until the remaining area to manage in the Catchment Form is 0. "]
["a.","Downspout Disconnection Designation (ie. DD-1, etc.):"]
[]
["b.","In Catchment #:"]
[]
["Confirm suitability for infiltration of runoff:"]
[]
["c.",{"$f":"CONCATENATE(\"Have you confirmed that no structures will be damaged when and if runoff infiltrates or flows downhill from the point where the downspout has been placed on the ground's surface? If Yes, continue to Step \",A14,\" If No, then site is unsuitable for a downspout disconnection.\")","v":"Have you confirmed that no structures will be damaged when and if runoff infiltrates or flows downhill from the point where the downspout has been placed on the ground's surface? If Yes, continue to Step d. If No, then site is unsuitable for a downspout disconnection."},null,null,"Enter Yes or No"]
[]
["d.","Enter tested design infiltration rate, ideally performed within the footprint of the downspout disconnection flow path. If the infiltration rate less than 2.0 inches/hour, this form cannot be used to determine suitability.  If the infiltration rate greater than or equal to 2.0 inches/hour, continue to Step e.",null,null,"inches/hour"]
[]
[{"$f":"CONCATENATE(\"Check to see that Downspout Disconnection BMP \",D6,\" meets the following design criteria:\")","v":"Check to see that Downspout Disconnection BMP  meets the following design criteria:"}]
[]
["e.","Enter the roof area to be managed (Max. 700 sf)",null,null,"square feet","Used to determine the \"Area Managed\" in Catchment Form (step 39)"]
[]
["f.","Is the hardscape roof area less than or equal to 700 square feet? This worksheet may only be used to design Downspout Disconnections with a roof area no greater than 700 square feet. If \"No\", consider designing multiple Downspout Disconnection BMP's each with a smaller drainage area.",null,{"$f":"IF(D18<=700,\"Yes\", \"No\")","v":"Yes"}]
[]
["g.","Has a downspout extension 6-feet long (for minimal excavation foundations such as slab-on-grade and pier, post, or block foundations) or 10-feet long (full basements) been incorporated?",null,null,"Enter Yes or No"]
[]
["h.","Has a splash block been incorporated?",null,null,"Enter Yes or No"]
[]
["i.","Is the flow path greater than or equal to 50 feet with a slope between 2% and 5%? ",null,null,"Enter Yes or No"]
[]
[{"$f":"CONCATENATE(\"Confirm Downspout Disconnection BMP \",D6,\" is allowed:\")","v":"Confirm Downspout Disconnection BMP  is allowed:"}]
[]
["j.","Is a Downspout Disconnection BMP Implementable? If Yes was entered for ALL the above Yes/No questions, then a downspout disconnection BMP may be implemented. Enter the total area of roof managed with downspout disconnection on the LID Implementation Form, Step 39. If No was entered for any of the above Yes/No questions, then modify the site plan layout and/or design to enter a Yes, otherwise, enter No and use a different BMP.",null,{"$f":"IF(OR(ISBLANK(D12),ISBLANK(D14),ISBLANK(D18),ISBLANK(D22),ISBLANK(D24),ISBLANK(D26)),\"Complete Worksheet\",(IF(AND((OR(D12=\"N\",D12=\"No\",ISBLANK(D12),D14>700,D18=\"N\",D18=\"No\",ISBLANK(D18),D20=\"N\",D20=\"No\",ISBLANK(D20),D24=\"N\",D24=\"No\",ISBLANK(D24),D26 = \"N\", D14<2,D26 = \"No\",ISBLANK(D14)))),\"No\",\"Yes\")))","v":"Complete Worksheet"}]

{"sheet":"WS H1","index":14,"n_rows":308,"n_cols":25,"rows_kept":308,"cut":false,"hidden":true,"merged":[[8,2,8,11],[2,0,2,19],[3,0,3,19],[4,0,4,19],[6,2,6,11],[30,13,30,14],[10,1,10,11],[12,1,12,11],[14,1,14,11],[18,1,18,11],[20,1,20,11],[24,1,24,11],[26,1,26,11],[28,11,28,15],[29,13,29,14],[16,0,16,11],[22,0,22,11],[18,14,18,19],[48,1,48,11],[31,13,31,14],[32,13,32,14],[33,13,33,14],[34,13,34,14],[35,13,35,14],[39,1,39,11],[44,1,44,11],[46,1,46,11],[37,0,37,11],[41,0,41,11],[43,0,43,11],[69,1,69,11],[50,1,50,11],[52,1,52,11],[57,1,57,11],[59,1,59,11],[61,1,61,11],[63,1,63,11],[65,1,65,11],[67,1,67,11],[68,1,68,11],[54,0,54,11],[55,0,56,11],[58,1,58,11],[60,1,60,11],[62,1,62,11],[64,1,64,11],[66,1,66,11],[71,0,71,19],[72,0,72,19],[76,12,76,20],[77,12,77,20],[78,0,78,8],[78,12,78,20],[76,0,76,10],[79,12,79,20],[80,0,80,8],[80,12,80,20],[81,12,81,20],[82,0,82,8],[82,12,83,20],[84,12,84,20],[85,0,85,8],[85,12,85,20],[86,12,86,20],[87,0,87,8],[87,12,89,20],[100,0,100,8],[100,12,100,20],[90,12,90,20],[91,0,91,8],[91,12,91,20],[92,12,92,20],[93,0,93,8],[93,12,93,20],[94,12,94,20],[95,0,95,8],[95,12,96,20],[98,12,98,20],[99,12,99,20],[98,0,98,10],[110,0,110,8],[110,12,110,20],[101,12,101,20],[102,0,102,8],[102,12,102,20],[103,12,103,20],[104,0,104,8],[104,12,104,20],[105,12,105,20],[106,0,106,8],[106,12,106,20],[108,12,108,20],[109,12,109,20],[108,0,108,10],[120,0,120,8],[120,12,120,20],[111,12,111,20],[112,0,112,8],[112,12,112,20],[113,12,113,20],[114,0,114,8],[114,12,115,20],[117,0,117,8],[117,12,118,20],[119,12,119,20]]}
["WORKSHEET H1. LINED RAIN GARDEN OR LINED LID SWALE BMP IN STEP 42 OF CATCHMENT FORM",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"[View BMP Factsheet]",null,null,null,null,null,null,"[View BMP Suitability Matrix]"]
[]
["Use this form for a single Lined Rain Garden or Lined LID Swale BMP to: "]
["1. Confirm site suitability for a Lined Rain Garden or Lined LID Swale BMP\n2. Determine the hardscape area managed by a Lined Rain Garden or LID Swale BMP"]
["Complete this worksheet for each instance of Lined Rain Garden or Lined LID Swale BMP.  \nThe Hardscape Drainage Area here will count towards the total Area Managed in the Catchment Form. Continue adding BMP's until the remaining area to manage in the Catchment Form is 0. "]
[]
["a.",null,"Lined Rain Garden or LID Swale Designation (eg. LRG-1, LLS-B, etc.) :"]
[]
["b.",null,"In Catchment #: "]
[]
["c.","Total Hardscape Drainage Area Draining to BMP:      (Max 10,000 sf)",null,null,null,null,null,null,null,null,null,null,"=",null,"sf","Used to determine the \"Area Managed\" in Catchment Form (step 42)"]
[]
["d.",{"$f":"CONCATENATE(\"Hardscape Area Reduction from Tree Plantings. Max 20% (\",N11*0.2, \" sq ft)\")","v":"Hardscape Area Reduction from Tree Plantings. Max 20% (0 sq ft)"},null,null,null,null,null,null,null,null,null,null,"=",{"$f":"S70","v":0},"sf"]
[]
["e.","Total Remaining Hardscape Area",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"N11-N13","v":0},"sf","Used for the BMP Drainage area in the calculator at the bottom of this worksheet (row 81)"]
[]
[{"$f":"CONCATENATE(\"Determine footprint/size of Lined Rain garden or Lined LID Swale BMP \",D3,\":\")","v":"Determine footprint/size of Lined Rain garden or Lined LID Swale BMP :"}]
[]
["f.","Once you have calculated the hardscape area reduction from tree plantings, use the BMP calculator at the bottom of the worksheet to calculate to determine the area footprint of the BMP (it will be automatically entered here). Indicate this area on plans as well.",null,null,null,null,null,null,null,null,null,null,null,{"$f":"J96","v":0},"sf footprint of Lined Rain Garden or Lined LID Swale BMP"]
[]
["g.",{"$f":"CONCATENATE(\"Confirm vegetation health. Have appropriate plants been chosen for level of moisture they are likely to receive, regardless\",\" of excavation depth and ponding depth set by overflow strategy? Lined facilities will be more moist at the base. \",\"Plants are critical to the success of these systems.  If the answer is no, redesign the planting plan to improve plant establishment and long-term viability, then enter a yes.\")","v":"Confirm vegetation health. Have appropriate plants been chosen for level of moisture they are likely to receive, regardless of excavation depth and ponding depth set by overflow strategy? Lined facilities will be more moist at the base. Plants are critical to the success of these systems.  If the answer is no, redesign the planting plan to improve plant establishment and long-term viability, then enter a yes."},null,null,null,null,null,null,null,null,null,null,null,null,"Enter Yes or No"]
[]
["Determine the design infiltration rate of imported soil mix:"]
[]
["h.",{"$f":"CONCATENATE(\"Enter the D10  from ASTM D422 Soil Gradation Test, either by testing or as provided by imported soil supplier. If infiltration testing per ASTM D2434 at 85% compaction per ASTM D2668 is known, enter value in step \",A27,\" without using Table H1.1.\")","v":"Enter the D10  from ASTM D422 Soil Gradation Test, either by testing or as provided by imported soil supplier. If infiltration testing per ASTM D2434 at 85% compaction per ASTM D2668 is known, enter value in step i. without using Table H1.1."},null,null,null,null,null,null,null,null,null,null,null,null,"mm"]
[]
["i.","Calculated infiltration rate. Using Table H1.1, the design infiltration rate of the imported soil has been calculated. Use this as the design infiltration rate in the Rain Garden-LID Swale Excel Calculator provided to help size the facility footprint.",null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(ISBLANK(N25),\"Complete Worksheet\",IF(W32,V32,(IF(W33,V33,IF(W34,V34,IF(W35,V35,IF(W36,V36,\"N/A\")))))))","v":"Complete Worksheet"},"in/hr"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"Table H1.1 D10 Size versus Estimated Design Infiltration Rate"]
[null,null,null,null,null,null,null,null,null,null,null,null,"D10 Size (mm)","Estimated Design Infiltration Rate (inches/hour)"]
[null,null,null,null,null,null,null,null,null,null,null,null,0.4,9]
[null,null,null,null,null,null,null,null,null,null,null,null,0.3,6.5,null,null,null,null,null,null,null,{"$f":"N31+($N$25-M31)*((N32-N31)/(M32-M31))","v":-0.99999999999999822},{"$f":"AND($N$25>M32,$N$25<=M31)","v":false}]
[null,null,null,null,null,null,null,null,null,null,null,null,0.1,2,null,null,null,null,null,null,null,{"$f":"N32+($N$25-M32)*((N33-N32)/(M33-M32))","v":-0.25000000000000089},{"$f":"AND($N$25>M33,$N$25<=M32)","v":false}]
[null,null,null,null,null,null,null,null,null,null,null,null,0.05,0.8,null,null,null,null,null,null,null,{"$f":"N33+($N$25-M33)*((N34-N33)/(M34-M33))","v":-0.39999999999999991},{"$f":"AND($N$25>M34,$N$25<=M33)","v":false}]
[null,null,null,null,null,null,null,null,null,null,null,null,0.01,0.6,null,null,null,null,null,null,null,{"$f":"N34+($N$25-M34)*((N35-N34)/(M35-M34))","v":0.54999999999999993},{"$f":"AND($N$25>M35,$N$25<=M34)","v":false}]
[null,null,null,null,null,null,null,null,null,null,null,null,2E-3,0.5,null,null,null,null,null,null,null,{"$f":"N35+($N$25-M35)*((N36-N35)/(M36-M35))","v":0.47499999999999998},{"$f":"AND($N$25>M36,$N$25<=M35)","v":false}]
[]
[{"$f":"CONCATENATE(\"Determine hardscape area reduction (max 20% reduction) from tree planting \",$D$9,\":\")","v":"Determine hardscape area reduction (max 20% reduction) from tree planting :"}]
[]
["j.","Limit Disturbance: Tree Protection BMP (Hardscape), Evergreen Tree Planting BMP, Vegetated Roof, and Contained Planters. Enter areas where these BMPs are placed over or overhang hardscape drainage areas in first box and multiply by value shown to find area generating runoff to manage. ",null,null,null,null,null,null,null,null,null,null,"=",0.5,"x",null,null,"=",{"$f":"N40*P40","v":0},"sf"]
[]
["Determine available proposed canopy of evergreen trees to manage hardscape areas:"]
[]
["Evergreen (Hardscape). Calculate the total mature canopy for multiple evergreen trees to manage hardscape area runoff. (If desired, trees may be used to prevent runoff from landscape areas using Worksheet B1 instead.)"]
["k.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"P45*315","v":0},"sf"]
[]
["l.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"P47*490","v":0},"sf"]
[]
["m.","Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"P49*700","v":0},"sf"]
[]
["n.",{"$f":"CONCATENATE(\"Calculate available proposed evergreen canopy  = Step \",A45,\" + Step \",A47,\" + Step \",A49)","v":"Calculate available proposed evergreen canopy  = Step k. + Step l. + Step m."},null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,{"$f":"SUM(S45:S49)","v":0},"sf"]
[]
["o.",{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed evergreen trees = Step \",A51,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed evergreen trees = Step n. x value shown."},null,null,null,null,null,null,null,null,null,null,"=",0.5,"x",{"$f":"S51","v":0},"sf","=",{"$f":"N53*P53","v":0},"sf"]
[]
["Determine available proposed canopy of deciduous trees to manage hardscape areas:"]
["Deciduous (Hardscape).  Calculate the total mature canopy for multiple trees. Enter only decidous trees planted  within 10 feet of hardscape area."]
[]
["p.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"P58*315","v":0},"sf"]
[]
["q.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"P60*490","v":0},"sf"]
[]
["r.","Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"P62*700","v":0},"sf"]
[]
["s.",{"$f":"CONCATENATE(\"Calculate available proposed deciduous canopy  = Step \",A58,\" + Step \",A60,\" + Step \",A62)","v":"Calculate available proposed deciduous canopy  = Step p. + Step q. + Step r."},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(S58:S62)","v":0},"sf"]
[]
["t.",{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed deciduous trees = Step \",A64,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed deciduous trees = Step s. x value shown."},null,null,null,null,null,null,null,null,null,null,"=",0.25,"x",{"$f":"S64","v":0},"sf","=",{"$f":"N66*P66","v":0},"sf"]
[]
["u.",{"$f":"CONCATENATE(\"Calculate the total hardscape area that could be managed by proposed evergreen and deciduous trees plus tree protecton\")","v":"Calculate the total hardscape area that could be managed by proposed evergreen and deciduous trees plus tree protecton"},null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"S53+S66+S40","v":0},"sf"]
["v.","Maximum Total Hardscape Area Reduction from Tree Planting (Max 20%)",null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"N11*0.2","v":0},"sf"]
["w.","Actual Hardscape Area Reduction from Tree Planting",null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"MIN(S69,S68)","v":0},"sf"]
[]
["RAIN GARDEN & LID SWALE SIZING CALCULATOR-POST DEVELOPED"]
["Suitable for modeling a 24 Hour Storm, SBUH Type 1A Rainfall Distribution"]
[]
["Assumption: Time of concentration is conservatively 0."]
[]
["User Inputs",null,null,null,null,null,null,null,null,null,null,null,"INSTRUCTIONS:"]
[]
["24 Hour Rainfall Depth (i.e. Design Storm) = ",null,null,null,null,null,null,null,null,null,"in",null,"Enter your jurisdiction's 24-hour design storm."]
[]
["Drainage area  = ",null,null,null,null,null,null,null,null,{"$f":"N15","v":0},"sf",null,"Equals the Total Remaining Hardscape Drainage Area entered at the top of this Worksheet (step e)."]
[]
["Drainage Area Runoff Coefficient = ",null,null,null,null,null,null,null,null,0.9,null,null,"This is the \"C\" in the rational method (Q=CIA). Enter 0.9 for impervious surface or other appropriate runoff coefficient for your drainage area."]
[]
[]
["Design Infiltration Rate of Soil = ",null,null,null,null,null,null,null,null,{"$f":"N27","v":"Complete Worksheet"},"in/hr",null,"Calculated above in Table H1.1"]
[]
["Depth of Rock Trench Below Rain Garden (optional) = ",null,null,null,null,null,null,null,null,0,"in",null,"Optional: (Try to design the facility without this when possible). Enter the depth of the drain rock installed below the facility. Use a different modeling method if the footprint of this rock differs from the footprint of the facility."]
[]
[]
[]
["RockTrench Void Porosity = ",null,null,null,null,null,null,null,null,0.4,null,null,"Optional: This is typically 40%. Enter a different void porosity as needed."]
[]
["Desired Maximum Ponding Depth = ",null,null,null,null,null,null,null,null,12,"in",null,"Enter the maximum ponding depth desired, not to exceed 12 inches to protect plant health."]
[]
["Rain Garden Area = ",null,null,null,null,null,null,null,null,null,"sf",null,"Adjust this until the maximum ponding depth in facility is just less than the \"Desired Ponding Depth\" you just entered. This will ensure the facility is completely empty in 30 hours."]
[]
[]
["Calculated Design Criteria",null,null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
["Maximum Ponding Depth in Rain Garden = ",null,null,null,null,null,null,null,null,{"$f":"MAX(O126:O273)","v":{"$error":"#VALUE!"}},"in",null,"Calculated. This is the depth of water predicted in the facility for the conditions entered in USER INPUTS."]
[]
["Depth of Water Left in Rock Trench After 30 Hours = ",null,null,null,null,null,null,null,null,{"$f":"N307","v":{"$error":"#VALUE!"}},"in",null,"Calculated. This should be 0 to be ready for the next storm."]
[]
["Depth of Water Left in Rain Garden After 30 Hours = ",null,null,null,null,null,null,null,null,{"$f":"O307","v":{"$error":"#VALUE!"}},"in",null,"Calculated. This should be 0 to be ready for the next storm."]
[]
["Rain Garden Area is Adequately Sized? ",null,null,null,null,null,null,null,null,{"$f":"AND(J101<=J94,J103=0,J105=0)","v":{"$error":"#VALUE!"}},null,null,"Calculated, if FALSE, increase Rain Garden Area in small increments until TRUE."]
[]
["Other Calculated Values",null,null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
["Peak Rainfall Intensity = ",null,null,null,null,null,null,null,null,{"$f":"MAX(D126:D273)","v":0},"in/hr",null,"Calculated from distribution."]
[]
["Peak flow infiltrated/kept on-site = ",null,null,null,null,null,null,null,null,{"$f":"H126","v":{"$error":"#VALUE!"}},"cfs",null,"Calculated from distribution."]
[]
["Peak flow overflowing/leaving facility/site = ",null,null,null,null,null,null,null,null,{"$f":"MAX(P126:P307)","v":{"$error":"#VALUE!"}},"cfs",null,"Calculated from distribution. Depending on your jurisdiction, this should be 0 (i.e. keeping 100% of stormwater on-site) or at least less than the predeveloped peak flow."]
[]
[]
["SIZING FACTOR: Ratio of Facility Footprint to Drainage Area = ",null,null,null,null,null,null,null,null,{"$f":"$J$96/$J$81","v":{"$error":"#DIV/0!"}},null,null,"Calculated. Reflects the ratio of the footprint of the facilty to the drainage area (i.e. Rain Garden Area/Drainage Area). Changes with USER INPUTS."]
[]
[]
["Storage Capacity of Rock Trench = ",null,null,null,null,null,null,null,null,{"$f":"J88/12*J96*J92","v":0},"cf",null,"Calculated."]
["DO NOT EDIT THE FOLLOWING HYDROLOGIC MODEL (based on the SBUH hydrograph rainfall depth calculated using the rational method for each time interval):"]
["(1)","(2)",null,"(3)","(4)","(5)","(6)","(7)",null,"(8)","(9)",null,"(10)","(11)","(12)","(13)"]
["Time","Rainfall Depth",null,"Rainfall Intensity","Inflow Rate","Inflow Volume","Runoff Depth","Facility Infiltration Rate",null,"Inflow Rate - Facility Infiltration Rate","Inflow Volume - Infiltration Volume",null,"Cumulative Inflow Volume to be Stored","Rock Trench Ponding (if incl in design)","Rain Garden Ponding Depth","Outflow"]
["(min)","(in)",null,"(in/hr)","(cfs)","(cf)","(in)","(cfs)",null,"(cfs)","(cf)",null,"(cf)","(in)","(in)","(cfs)"]
[0,0,null,{"$f":"B126*6","v":0},{"$f":"$J$83*D126*$J$81/43560","v":0},{"$f":"(600*E126)","v":0},{"$f":"(F126*12/$J$81)","v":{"$error":"#DIV/0!"}},{"$f":"$J$96*$J$86/43200","v":{"$error":"#VALUE!"}},null,{"$f":"(E126-H126)","v":{"$error":"#VALUE!"}},{"$f":"J126*600","v":{"$error":"#VALUE!"}},null,0,{"$f":"IF(M126/$J$96*12/$J$92>=$J$88,$J$88,M126/$J$96*12/$J$92)","v":{"$error":"#DIV/0!"}},{"$f":"IF(M126<=$J$121,0,(M126-$J$121)/$J$96*12*1.2)","v":0},{"$f":"IF(O127<$J$94,0,E126)","v":{"$error":"#VALUE!"}}]
[10,{"$f":"$J$79*0.004","v":0},null,{"$f":"B127*6","v":0},{"$f":"$J$83*(D127/(12*3600))*$J$81","v":0},{"$f":"(600*E127)","v":0},{"$f":"(F127*12/$J$81)","v":{"$error":"#DIV/0!"}},{"$error":"#VALUE!"},null,{"$f":"(E127-H127)","v":{"$error":"#VALUE!"}},{"$f":"J127*600","v":{"$error":"#VALUE!"}},null,{"$f":"IF((K127+M126)<0,0,K127+M126)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"IF(O128<$J$94,0,E127)","v":{"$error":"#VALUE!"}}]
[20,0,null,{"$f":"B128*6","v":0},{"$f":"$J$83*(D128/(12*3600))*$J$81","v":0},0,{"$f":"(F128*12/$J$81)","v":{"$error":"#DIV/0!"}},{"$error":"#VALUE!"},null,{"$f":"(R128-H128)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},null,{"$f":"IF((K128+M127)<0,0,K128+M127)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[30,{"$f":"$J$79*0.004","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$f":"(E129-H130)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[40,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$f":"(E130-H131)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[50,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$f":"(E131-H131)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[60,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[70,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[80,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[90,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[100,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[110,{"$f":"$J$79*0.005","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[120,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[130,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[140,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[150,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[160,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[170,{"$f":"$J$79*0.006","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[180,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[190,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[200,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[210,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[220,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[230,{"$f":"$J$79*0.007","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[240,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[250,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[260,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[270,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[280,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[290,{"$f":"$J$79*0.0082","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[300,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[310,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[320,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[330,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[340,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[350,{"$f":"$J$79*0.0095","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[360,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[370,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[380,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[390,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[400,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[410,{"$f":"$J$79*0.0134","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[420,{"$f":"$J$79*0.0134","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[430,{"$f":"$J$79*0.0134","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[440,{"$f":"$J$79*0.018","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[450,{"$f":"$J$79*0.018","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[460,{"$f":"$J$79*0.034","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[470,{"$f":"$J$79*0.054","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[480,{"$f":"$J$79*0.027","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[490,{"$f":"$J$79*0.018","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[500,{"$f":"$J$79*0.0134","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[510,{"$f":"$J$79*0.0134","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[520,{"$f":"$J$79*0.0134","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[530,{"$f":"$J$79*0.0088","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
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[1410,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1420,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1430,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1440,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},0]
["END OF STORM OCCURS IN 24 HOURS BUT THE INFILTRATION MAY CONTINUE FOR ANOTHER 6 HOURS…",null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$error":"#VALUE!"}]
[1450,0,null,0,0,0,{"$error":"#DIV/0!"},{"$f":"$J$96*$J$86/43200","v":{"$error":"#VALUE!"}},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$f":"IF((K272+M270)<0,0,K272+M270)","v":{"$error":"#VALUE!"}},{"$f":"IF(M272/$J$96*12/$J$92>=$J$88,$J$88,M272/$J$96*12/$J$92)","v":{"$error":"#VALUE!"}},{"$f":"IF(M272<=$J$121,0,(M272-$J$121)/$J$96*12*1.2)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"}]
[1460,0,null,{"$f":"B273*6","v":0},0,0,{"$f":"(F273*12/$J$81)","v":{"$error":"#DIV/0!"}},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[{"$f":"A273+10","v":1470},0,null,{"$f":"B274*6","v":0},0,{"$f":"(600*E274)","v":0},{"$f":"(F274*12/$J$81)","v":{"$error":"#DIV/0!"}},{"$error":"#VALUE!"},null,{"$f":"(E274-H274)","v":{"$error":"#VALUE!"}},{"$f":"J274*600","v":{"$error":"#VALUE!"}},null,{"$f":"IF((K274+M273)<0,0,K274+M273)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[{"$f":"A274+10","v":1480},0,null,{"$f":"B275*6","v":0},0,{"$f":"(600*E275)","v":0},{"$f":"(F275*12/$J$81)","v":{"$error":"#DIV/0!"}},{"$error":"#VALUE!"},null,{"$f":"(E275-H275)","v":{"$error":"#VALUE!"}},{"$f":"J275*600","v":{"$error":"#VALUE!"}},null,{"$f":"IF((K275+M274)<0,0,K275+M274)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[{"$f":"A275+10","v":1490},{"$f":"0","v":0},null,{"$f":"B276*6","v":0},0,{"$f":"(600*E276)","v":0},{"$f":"(F276*12/$J$81)","v":{"$error":"#DIV/0!"}},{"$error":"#VALUE!"},null,{"$f":"(E276-H276)","v":{"$error":"#VALUE!"}},{"$f":"J276*600","v":{"$error":"#VALUE!"}},null,{"$f":"IF((K276+M275)<0,0,K276+M275)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1500,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1510,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1520,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1530,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1540,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1550,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1560,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1570,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1580,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1590,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1600,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1610,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1620,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1630,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1640,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1650,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1660,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1670,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1680,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1690,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1700,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1710,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1720,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1730,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1740,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1750,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1760,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1770,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1780,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1790,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[1800,{"$f":"0","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},0]
["THE FACILITY MUST HAVE INFILTRATED THE ENTIRE STORM IN 30 HOURS TO BE READY FOR THE NEXT ONE"]

{"sheet":"WS H2","index":15,"n_rows":309,"n_cols":24,"rows_kept":309,"cut":false,"hidden":true,"merged":[[20,1,20,11],[24,1,24,11],[26,1,26,11],[18,14,18,18],[2,0,2,19],[3,0,3,19],[4,0,4,19],[6,2,6,11],[8,2,8,11],[10,1,10,11],[12,1,12,11],[14,1,14,11],[18,1,18,11],[16,0,16,11],[33,13,33,14],[34,13,34,14],[35,13,35,14],[22,0,22,11],[37,0,37,11],[28,11,28,15],[29,13,29,14],[30,13,30,14],[31,13,31,14],[32,13,32,14],[62,1,62,11],[39,1,39,11],[45,1,45,11],[47,1,47,11],[49,1,49,11],[51,1,51,11],[53,1,53,11],[60,1,60,11],[41,0,41,11],[55,0,55,11],[57,0,58,11],[43,0,43,11],[81,0,81,8],[81,12,81,20],[64,1,64,11],[66,1,66,11],[68,1,68,11],[70,1,70,11],[71,1,71,11],[72,1,72,11],[74,0,74,19],[75,0,75,19],[77,0,77,14],[79,12,79,20],[80,12,80,20],[79,0,79,10],[82,12,82,20],[83,0,83,8],[83,12,83,20],[84,12,84,20],[85,0,85,8],[85,12,86,20],[87,12,87,20],[88,0,88,8],[88,12,88,20],[89,12,89,20],[90,0,90,8],[90,12,92,20],[103,0,103,8],[103,12,103,20],[93,12,93,20],[94,0,94,8],[94,12,94,20],[95,12,95,20],[96,0,96,8],[96,12,96,20],[97,12,97,20],[98,0,98,8],[98,12,99,20],[101,12,101,20],[102,12,102,20],[101,0,101,10],[104,12,104,20],[105,0,105,8],[105,12,105,20],[106,12,106,20],[107,0,107,8],[107,12,107,20],[121,0,121,8],[121,12,121,20],[108,12,108,20],[109,0,109,8],[109,12,109,20],[111,12,111,20],[112,12,112,20],[113,0,113,8],[113,12,113,20],[115,0,115,8],[115,12,116,20],[118,0,118,8],[118,12,119,20],[120,12,120,20],[111,0,111,10]]}
["WORKSHEET H2. LINED STORMWATER PLANTER IN STEP 43 OF CATCHMENT FORM",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"[View BMP Factsheet]",null,"[View BMP Suitability Matrix]"]
[]
["Use this form for a single Lined Stormwater Planter BMP to: "]
["1. Confirm site suitability for a Lined Stormwater Planter BMP\n2. Determine the hardscape area managed by a Lined Stormwater Planter BMP"]
["Complete this worksheet for each instance of Lined Stormwater Planter BMP.  \nThe Hardscape Drainage Area here will count towards the total Area Managed in the Catchment Form. Continue adding BMP's until the remaining area to manage in the Catchment Form is 0. "]
[]
["a.",null,"Lined Stormwater Planter Designation (eg. LSP-1,  etc.) :"]
[]
["b.",null,"In Catchment #: "]
[]
["c.","Total Hardscape Drainage Area Draining to BMP:      (Max 10,000 sf)",null,null,null,null,null,null,null,null,null,null,"=",null,"sf","Used to determine the \"Area Managed\" in Catchment Form (step 43)"]
[]
["d.",{"$f":"CONCATENATE(\"Hardscape Area Reduction from Tree Plantings. Max 20% (\",N11*0.2, \" sq ft)\")","v":"Hardscape Area Reduction from Tree Plantings. Max 20% (0 sq ft)"},null,null,null,null,null,null,null,null,null,null,"=",{"$f":"S73","v":0},"sf"]
[]
["e.","Total Remaining Hardscape Area",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"N11-N13","v":0},"sf","Used for the BMP Drainage area in the calculator at the bottom of this worksheet (row 84)"]
[]
[{"$f":"CONCATENATE(\"Determine footprint/size of Lined Stormwater Planter BMP \",D3,\":\")","v":"Determine footprint/size of Lined Stormwater Planter BMP :"}]
[]
["f.","Once you have calculated the hardscape area reduction from tree plantings,  use the BMP calculator at the bottom of the worksheet to calculate to determine the area footprint of the BMP (it will be automatically entered here). Indicate this area on plans as well.",null,null,null,null,null,null,null,null,null,null,null,{"$f":"J99","v":0},"sf footprint of Lined Stormwater Planter BMP"]
[]
["g.",{"$f":"CONCATENATE(\"Confirm vegetation health. Have appropriate plants been chosen for level of moisture they are likely to receive, regardless\",\" of excavation depth and ponding depth set by overflow strategy? Lined facilities will be more moist at the base. \",\"Plants are critical to the success of these systems.  If the answer is no, redesign the planting plan to improve plant establishment and long-term viability, then enter a yes.\")","v":"Confirm vegetation health. Have appropriate plants been chosen for level of moisture they are likely to receive, regardless of excavation depth and ponding depth set by overflow strategy? Lined facilities will be more moist at the base. Plants are critical to the success of these systems.  If the answer is no, redesign the planting plan to improve plant establishment and long-term viability, then enter a yes."},null,null,null,null,null,null,null,null,null,null,null,null,"Enter Yes or No"]
[]
["Determine the design infiltration rate of imported soil mix:"]
[]
["h.",{"$f":"CONCATENATE(\"Enter the D10  from ASTM D422 Soil Gradation Test, either by testing or as provided by imported soil supplier. If infiltration testing per ASTM D2434 at 85% compaction per ASTM D2668 is known, enter value in step \",A27,\" without using Table H2.1.\")","v":"Enter the D10  from ASTM D422 Soil Gradation Test, either by testing or as provided by imported soil supplier. If infiltration testing per ASTM D2434 at 85% compaction per ASTM D2668 is known, enter value in step i. without using Table H2.1."},null,null,null,null,null,null,null,null,null,null,null,null,"mm"]
[]
["i.","Calculated infiltration rate. Using Table H2.1, the design infiltration rate of the imported soil has been calculated. Use this as the design infiltration rate in the Lined Stormwater Planter Excel Calculator provided to help size the facility footprint.",null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(ISBLANK(N25),\"Complete Worksheet\",IF(W32,V32,(IF(W33,V33,IF(W34,V34,IF(W35,V35,IF(W36,V36,\"N/A\")))))))","v":"Complete Worksheet"},"in/hr"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"Table H2.1 D10 Size versus Estimated Design Infiltration Rate"]
[null,null,null,null,null,null,null,null,null,null,null,null,"D10 Size (mm)","Estimated Design Infiltration Rate (inches/hour)"]
[null,null,null,null,null,null,null,null,null,null,null,null,0.4,9]
[null,null,null,null,null,null,null,null,null,null,null,null,0.3,6.5,null,null,null,null,null,null,null,{"$f":"N31+($N$25-M31)*((N32-N31)/(M32-M31))","v":-0.99999999999999822},{"$f":"AND($N$25>M32,$N$25<=M31)","v":false}]
[null,null,null,null,null,null,null,null,null,null,null,null,0.1,2,null,null,null,null,null,null,null,{"$f":"N32+($N$25-M32)*((N33-N32)/(M33-M32))","v":-0.25000000000000089},{"$f":"AND($N$25>M33,$N$25<=M32)","v":false}]
[null,null,null,null,null,null,null,null,null,null,null,null,0.05,0.8,null,null,null,null,null,null,null,{"$f":"N33+($N$25-M33)*((N34-N33)/(M34-M33))","v":-0.39999999999999991},{"$f":"AND($N$25>M34,$N$25<=M33)","v":false}]
[null,null,null,null,null,null,null,null,null,null,null,null,0.01,0.6,null,null,null,null,null,null,null,{"$f":"N34+($N$25-M34)*((N35-N34)/(M35-M34))","v":0.54999999999999993},{"$f":"AND($N$25>M35,$N$25<=M34)","v":false}]
[null,null,null,null,null,null,null,null,null,null,null,null,2E-3,0.5,null,null,null,null,null,null,null,{"$f":"N35+($N$25-M35)*((N36-N35)/(M36-M35))","v":0.47499999999999998},{"$f":"AND($N$25>M36,$N$25<=M35)","v":false}]
[]
[{"$f":"CONCATENATE(\"Determine hardscape area reduction (max 20% reduction) from tree planting \",$D$9,\":\")","v":"Determine hardscape area reduction (max 20% reduction) from tree planting :"}]
[]
["j.","Limit Disturbance: Tree Protection BMP (Hardscape), Evergreen Tree Planting BMP, Vegetated Roof, and Contained Planters. Enter areas where these BMPs are placed over or overhang hardscape drainage areas in first box and multiply by value shown to find area generating runoff to manage. ",null,null,null,null,null,null,null,null,null,null,"=",0.5,"x",null,null,"=",{"$f":"N40*P40","v":0},"sf"]
[]
["Determine available proposed canopy of evergreen trees to manage hardscape areas:"]
[]
["Evergreen (Hardscape). Calculate the total mature canopy for multiple evergreen trees to manage hardscape area runoff. (If desired, trees may be used to prevent runoff from landscape areas using Worksheet B1 instead.)"]
[]
["k.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"P46*315","v":0},"sf"]
[]
["l.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"P48*490","v":0},"sf"]
[]
["m.","Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"P50*700","v":0},"sf"]
[]
["n.",{"$f":"CONCATENATE(\"Calculate available proposed evergreen canopy  = Step \",A46,\" + Step \",A48,\" + Step \",A50)","v":"Calculate available proposed evergreen canopy  = Step k. + Step l. + Step m."},null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,null,{"$f":"SUM(S46:S50)","v":0},"sf"]
[]
["o.",{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed evergreen trees = Step \",A52,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed evergreen trees = Step n. x value shown."},null,null,null,null,null,null,null,null,null,null,"=",0.5,"x",{"$f":"S52","v":0},"sf","=",{"$f":"N54*P54","v":0},"sf"]
[]
["Determine available proposed canopy of deciduous trees to manage hardscape areas:"]
[]
["Deciduous (Hardscape).  Calculate the total mature canopy for multiple trees. Enter only decidous trees planted  within 10 feet of hardscape area."]
[]
[]
["p.","Small Canopy (for trees with small mature canopy area spreads including small trees and many trees with upright canopies with a canopy diameter measuring about 20 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","315 square feet ","x",null,"# of small proposed trees","=",{"$f":"P61*315","v":0},"sf"]
[]
["q.","Medium Canopy (for trees with medium mature canopy area spreads with a tree canopy diameter measuring about 25 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","490 square feet","x",null,"# of med proposed trees","=",{"$f":"P63*490","v":0},"sf"]
[]
["r.","Large Canopy (for trees with large mature canopy area spreads with a  tree canopy diameter measuring about 30 feet). Enter number of trees in the blue box and multiply by assumed canopy area.",null,null,null,null,null,null,null,null,null,null,"=","700 square feet","x",null,"# of large proposed trees","=",{"$f":"P65*700","v":0},"sf"]
[]
["s.",{"$f":"CONCATENATE(\"Calculate available proposed deciduous canopy  = Step \",A61,\" + Step \",A63,\" + Step \",A65)","v":"Calculate available proposed deciduous canopy  = Step p. + Step q. + Step r."},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(S61:S65)","v":0},"sf"]
[]
["t.",{"$f":"CONCATENATE(\"Calculate hardscape area that could be managed by proposed deciduous trees = Step \",A67,\" x value shown.\")","v":"Calculate hardscape area that could be managed by proposed deciduous trees = Step s. x value shown."},null,null,null,null,null,null,null,null,null,null,"=",0.25,"x",{"$f":"S67","v":0},"sf","=",{"$f":"N69*P69","v":0},"sf"]
[]
["u.",{"$f":"CONCATENATE(\"Calculate the total hardscape area that could be managed by proposed evergreen and deciduous trees plus tree protecton\")","v":"Calculate the total hardscape area that could be managed by proposed evergreen and deciduous trees plus tree protecton"},null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"S54+S69+S40","v":0},"sf"]
["v.","Maximum Total Hardscape Area Reduction from Tree Planting (Max 20%)",null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"N11*0.2","v":0},"sf"]
["w.","Actual Hardscape Area Reduction from Tree Planting",null,null,null,null,null,null,null,null,null,null,"=",null,null,null,null,"=",{"$f":"MIN(S72,S71)","v":0},"sf"]
[]
["STORMWATER PLANTER SIZING CALCULATOR"]
["Suitable for modeling a 24 Hour Storm, SBUH Type 1A Rainfall Distribution"]
[]
["Assumption: Time of concentration is conservatively 0."]
[]
["User Inputs",null,null,null,null,null,null,null,null,null,null,null,"INSTRUCTIONS:"]
[]
["24 Hour Rainfall Depth (i.e. Design Storm) = ",null,null,null,null,null,null,null,null,null,"in",null,"Enter your jurisdiction's 24-hour design storm."]
[]
["Drainage area  = ",null,null,null,null,null,null,null,null,{"$f":"N15","v":0},"sf",null,"Equals the Total Remaining Hardscape Drainage Area entered at the top of this Worksheet (step e)."]
[]
["Drainage Area Runoff Coefficient = ",null,null,null,null,null,null,null,null,0.9,null,null,"This is the \"C\" in the rational method (Q=CIA). Enter 0.9 for impervious surface or other appropriate runoff coefficient for your drainage area."]
[]
[]
["Design Infiltration Rate of Soil = ",null,null,null,null,null,null,null,null,{"$f":"N27","v":"Complete Worksheet"},"in/hr",null,"Calculated above in Table H2.1"]
[]
["Depth of Rock Trench Below Stormwater Planter (optional) = ",null,null,null,null,null,null,null,null,0,"in",null,"Optional: (Try to design the facility without this when possible). Enter the depth of the drain rock installed below the facility. Use a different modeling method if the footprint of this rock differs from the footprint of the facility."]
[]
[]
[]
["Rock Trench Void Porosity = ",null,null,null,null,null,null,null,null,0.4,null,null,"Optional. This is typically 40%. Enter a different void porosity as needed."]
[]
["Desired Maximum Ponding Depth = ",null,null,null,null,null,null,null,null,12,"in",null,"Enter the maximum ponding depth desired, not to exceed 12 inches to protect plant health."]
[]
["Stormwater Planter Area = ",null,null,null,null,null,null,null,null,null,"sf",null,"Adjust this until the maximum ponding depth in facility is just less than the \"Desired Ponding Depth\" you just entered. This will ensure the facility is completely empty in 30 hours."]
[]
[]
["Calculated Design Criteria",null,null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
["Maximum Ponding Depth in Stormwater Planter = ",null,null,null,null,null,null,null,null,{"$f":"MAX(O127:O274)","v":{"$error":"#VALUE!"}},"in",null,"Calculated. This is the depth of water predicted in the facility for the conditions entered in USER INPUTS."]
[]
["Depth of Water Left in Rock Trench After 30 Hours = ",null,null,null,null,null,null,null,null,{"$f":"N308","v":{"$error":"#VALUE!"}},"in",null,"Calculated. This should be 0 to be ready for the next storm."]
[]
["Depth of Water Left in Stormwater Planter After 30 Hours = ",null,null,null,null,null,null,null,null,{"$f":"O308","v":{"$error":"#VALUE!"}},"in",null,"Calculated. This should be 0 to be ready for the next storm."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"`"]
["Stormwater Planter Area is Adequately Sized? ",null,null,null,null,null,null,null,null,{"$f":"AND(J104<=J97,J106=0,J108=0)","v":{"$error":"#VALUE!"}},null,null,"Calculated, if FALSE, increase Stormwater Planter Area in small increments until TRUE to manage all stormwater on-site."]
[]
["Other Calculated Valies",null,null,null,null,null,null,null,null,null,null,null,"CALCULATIONS:"]
[]
["Peak Rainfall Intensity = ",null,null,null,null,null,null,null,null,{"$f":"MAX(D127:D274)","v":0},"in/hr",null,"Calculated from distribution."]
[]
["Peak flow overflowing/leaving facility/site = ",null,null,null,null,null,null,null,null,{"$f":"MAX(P127:P308)","v":{"$error":"#VALUE!"}},"cfs",null,"Calculated from distribution. Depending on your jurisdiction, this should be 0 (i.e. keeping 100% of stormwater on-site) or at least less than the predeveloped peak flow."]
[]
[]
["SIZING FACTOR: Ratio of Facility Footprint to Drainage Area = ",null,null,null,null,null,null,null,null,{"$f":"$J$99/$J$84","v":{"$error":"#DIV/0!"}},null,null,"Calculated. Reflects the ratio of the footprint of the facilty to the drainage area (i.e. Stormwater Planter Area/Drainage Area). Changes with USER INPUTS."]
[]
[]
["Storage Capacity of Rock Trench = ",null,null,null,null,null,null,null,null,{"$f":"J91/12*J99*J95","v":0},"cf",null,"Calculated."]
["DO NOT EDIT THE FOLLOWING HYDROLOGIC MODEL (based on the SBUH hydrograph rainfall depth calculated using the rational method for each time interval):"]
["(1)","(2)",null,"(3)","(4)","(5)","(6)","(7)",null,"(8)","(9)",null,"(10)","(11)","(12)"]
["Time","Rainfall Depth",null,"Rainfall Intensity","Inflow Rate","Inflow Volume","Runoff Depth","Facility Infiltration Rate",null,"Inflow Rate - Facility Infiltration Rate","Inflow Volume - Infiltration Volume",null,"Cumulative Inflow Volume to be Stored","Rock Trench Ponding (if incl in design)","SW Planter Ponding Depth","Outflow"]
["(min)","(in)",null,"(in/hr)","(cfs)","(cf)","(in)","(cfs)",null,"(cfs)","(cf)",null,"(cf)","(in)","(in)","(cfs)"]
[0,0,null,{"$f":"B127*6","v":0},{"$f":"$J$86*(D127/(12*3600))*$J$84","v":0},{"$f":"(600*E127)","v":0},{"$f":"(F127*12/$J$84)","v":{"$error":"#DIV/0!"}},{"$f":"$J$99*$J$89/43200","v":{"$error":"#VALUE!"}},null,{"$f":"(E127-H127)","v":{"$error":"#VALUE!"}},{"$f":"J127*600","v":{"$error":"#VALUE!"}},null,0,{"$f":"IF(M127/$J$99*12/$J$95>=$J$91,$J$91,M127/$J$99*12/$J$95)","v":{"$error":"#DIV/0!"}},{"$f":"IF(M127<=$J$122,0,(M127-$J$122)/$J$99*12)","v":0},{"$f":"IF(O128<$J$97,0,E127)","v":{"$error":"#VALUE!"}}]
[10,{"$f":"$J$82*0.004","v":0},null,{"$f":"B128*6","v":0},0,{"$f":"(600*E128)","v":0},{"$f":"(F128*12/$J$84)","v":{"$error":"#DIV/0!"}},{"$error":"#VALUE!"},null,{"$f":"(E128-H128)","v":{"$error":"#VALUE!"}},{"$f":"J128*600","v":{"$error":"#VALUE!"}},null,{"$f":"IF((K128+M127)<0,0,K128+M127)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$f":"IF(O129<$J$97,0,E128)","v":{"$error":"#VALUE!"}}]
[20,0,null,{"$f":"B129*6","v":0},0,0,{"$f":"(F129*12/$J$84)","v":{"$error":"#DIV/0!"}},{"$error":"#VALUE!"},null,{"$f":"(R129-H129)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},null,{"$f":"IF((K129+M128)<0,0,K129+M128)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[30,{"$f":"$J$82*0.004","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$f":"(E130-H131)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[40,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$f":"(E131-H132)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[50,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$f":"(E132-H132)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[60,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[70,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[80,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[90,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[100,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[110,{"$f":"$J$82*0.005","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[120,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[130,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[140,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[150,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[160,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[170,{"$f":"$J$82*0.006","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[180,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[190,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[200,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[210,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[220,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[230,{"$f":"$J$82*0.007","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[240,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[250,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[260,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[270,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[280,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[290,{"$f":"$J$82*0.0082","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[300,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[310,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[320,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[330,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[340,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[350,{"$f":"$J$82*0.0095","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[360,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[370,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[380,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[390,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[400,0,null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[410,{"$f":"$J$82*0.0134","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[420,{"$f":"$J$82*0.0134","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[430,{"$f":"$J$82*0.0134","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[440,{"$f":"$J$82*0.018","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[450,{"$f":"$J$82*0.018","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[460,{"$f":"$J$82*0.034","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[470,{"$f":"$J$82*0.054","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[480,{"$f":"$J$82*0.027","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[490,{"$f":"$J$82*0.018","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[500,{"$f":"$J$82*0.0134","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[510,{"$f":"$J$82*0.0134","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[520,{"$f":"$J$82*0.0134","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[530,{"$f":"$J$82*0.0088","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[540,{"$f":"$J$82*0.0088","v":0},null,0,0,0,{"$error":"#DIV/0!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},null,{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
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["END OF STORM OCCURS IN 24 HOURS BUT THE INFILTRATION MAY CONTINUE FOR ANOTHER 6 HOURS…",null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$error":"#VALUE!"}]
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["THE FACILITY MUST HAVE INFILTRATED THE ENTIRE STORM IN 30 HOURS TO BE READY FOR THE NEXT ONE"]