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{"sheet":"Stream Rest. Credit Calculator","index":0,"n_rows":56,"n_cols":8,"rows_kept":56,"cut":false,"hidden":false,"merged":[[20,0,20,9],[24,1,26,9],[24,0,26,0],[22,1,23,9],[21,1,21,9],[22,0,23,0],[0,1,0,4],[34,1,34,3],[29,0,29,10],[33,1,33,3],[48,0,49,0],[37,0,37,10],[44,0,44,10],[46,0,46,1],[42,2,42,3],[41,2,41,3],[40,2,40,3],[48,4,48,6],[48,1,48,3],[12,0,13,9],[9,0,9,9],[8,0,8,9],[15,0,15,9],[45,0,45,9],[17,0,18,9],[16,0,16,9],[14,0,14,9],[10,0,11,9],[32,1,32,3],[31,1,31,3],[42,0,42,1],[41,0,41,1],[40,0,40,1],[38,0,39,9],[35,1,35,3]]}
[null,"Stream Restoration MS4 Credit Calculator for TN, TP, TSS, and EIA"]
[null,"Version: 05/23/2022"]
[null,"Maryland Department of the Environment - Water and Sciences Administration"]
[]
[]
[]
[]
[]
["About the Calculator"]
["1. This calculator estimates the pollutant load reductions and Equivalent Impervious Acre (EIA) credit for stream restoration projects."]
["2. The Minimum Qualifying Conditions tab outlines conditions that projects must meet to be eligible for credit. This criteria is found in the expert panel approved by CBP: http://chesapeakestormwater.net/bmp-resources/urban-stream-restoration/"]
[]
["3. The lookup tab in this spreadsheet draws Aggregate Impervious and Turf loading rate information from a CAST 2010 No Action Scenario consistent with the 2020 MS4 Accounting Guidance document and Stream Bed and Bank loading rate information from a CAST 2019 Progress Scenario."]
[]
["4. EOS load in this spreadsheet is calculated following the protocols recommended by the expert panel approved by CBP."]
["5. EOT load in this spreadsheet is calculated using Chesapeake Bay Phase 6 watershed model No Action (No BMP) scenario delivery factors at the land-river segment scale. Delivery factors have been capped at 1. "]
["6. EIA credit is calculated using Forest-Impervious load deltas with Stream Bed and Bank (STB) Load. These deltas account for inconsistencies in load distribution between the Phase 5 and 6 model. "]
["7. Please populate the blue cells in this worksheet with applicable project data.  The calculator will subsequently generate the TN, TP, and TSS load reduction and EIA credit for the project. Once finished, email this spreadsheet along with supporting documentation for Protocols 3 and 5 and to justify changing any default values to <<insert contact info>>."]
[]
[]
["Revision Record:"]
["Date","Revision"]
["2021-08-04","1st Version"]
[]
["2022-05-23","Corrected EOT load formula errors in summary tab; Corrected formulas in Protocol 1 Step 2; Protocol 2 adjusted to calculate lbs/yr and allow for scenario of multiple hyporheic boxes; Protocol 2 Step 4 revised to direct users to the CBP Modeling Team to assure that the 40% cap is not being exceeded; Protocol 3 Step 4 formulas corrected; Protocol 4 Runoff Volume Treated formula corrected and removal rate curve formula added"]
[]
[]
[]
[]
["BASIC PROJECT INFORMATION"]
["Populate blue cells with basic project information"]
["Project Name"]
["County"]
["Address"]
["Lat (XX.XXXXXX)"]
["Long (-XX.XXXXXX)"]
[]
["WATERSHED INFORMATION"]
["Populate blue cells below with information regarding Chesapeake Bay model geography.  To determine the applicable geography, locate your project on MDE's  interactive webmap at <<mde.state.md.us>>.  Locate your project site and identify the segment-shed, MD 8 digit watershed, and land-river segment it is located in."]
[]
["Segment-shed"]
["MD 8digit"]
["MD Land-River Segment"]
[]
["STREAM RESTORATION CREDIT CALCULATOR "]
["Indicate whether you will be using revised protocol calculations outlined in the 2020 Consensus Recommendations to Improve Protocols 2 and 3 for Defining Stream Restoration Pollutant Removal Credits."]
["Using Revised Protocols?"]
[]
["Protocol","EOS Load (lbs/yr)",null,null,"EOT Load (lbs/yr)",null,null,"EIA Credit"]
[null,"TN","TP","TSS","TN","TP","TSS","(lbs/ac/yr)"]
[1,{"$f":"'Protocol 1'!K17","v":0},{"$f":"'Protocol 1'!K18","v":0},{"$f":"('Protocol 1'!K16*2000)","v":0},{"$f":"IFERROR(B51*VLOOKUP($C$43,lookup!$K$3:$Q$508,5,0),0)","v":0},{"$f":"IFERROR(C51*VLOOKUP($C$43,lookup!$K$3:$Q$508,6,0),0)","v":0},{"$f":"IFERROR(D51*VLOOKUP($C$43,lookup!$K$3:$Q$508,7,0),0)","v":0},{"$f":"((B51/18.08)+(C51/2.23)+(D51/8046))/3","v":0}]
[2,{"$f":"IF(C47=\"No\",'Protocol 2'!D23,'Protocol 2 Revised'!B36)","v":0},{"$f":"0","v":0},{"$f":"0","v":0},{"$f":"IFERROR(B52*VLOOKUP($C$43,lookup!$K$3:$Q$508,5,0),0)","v":0},{"$f":"IFERROR(C52*VLOOKUP($C$43,lookup!$K$3:$Q$508,6,0),0)","v":0},{"$f":"IFERROR(D52*VLOOKUP($C$43,lookup!$K$3:$Q$508,7,0),0)","v":0},{"$f":"((B52/18.08)+(C52/2.23)+(D52/8046))/3","v":0}]
[3,{"$f":"IF(C47=\"No\",'Protocol 3'!B31,'Protocol 3 Revised'!E53)","v":0},{"$f":"IF(C47=\"No\",'Protocol 3'!B32,'Protocol 3 Revised'!F53)","v":0},{"$f":"IF(C47=\"No\",'Protocol 3'!B33,'Protocol 3 Revised'!G53)","v":0},{"$f":"IFERROR(B53*VLOOKUP($C$43,lookup!$K$3:$Q$508,5,0),0)","v":0},{"$f":"IFERROR(C53*VLOOKUP($C$43,lookup!$K$3:$Q$508,6,0),0)","v":0},{"$f":"IFERROR(D53*VLOOKUP($C$43,lookup!$K$3:$Q$508,7,0),0)","v":0},0]
[4,{"$f":"'Protocol 4'!D23","v":0},{"$f":"'Protocol 4'!D24","v":0},{"$f":"'Protocol 4'!D25","v":0},{"$f":"IFERROR(B54*VLOOKUP($C$43,lookup!$K$3:$Q$508,5,0),0)","v":0},{"$f":"IFERROR(C54*VLOOKUP($C$43,lookup!$K$3:$Q$508,6,0),0)","v":0},{"$f":"IFERROR(D54*VLOOKUP($C$43,lookup!$K$3:$Q$508,7,0),0)","v":0},0]
[5,{"$f":"'Protocol 5'!E56","v":0},{"$f":"'Protocol 5'!E57","v":0},{"$f":"('Protocol 5'!E51*2000)","v":0},{"$f":"IFERROR(B55*VLOOKUP($C$43,lookup!$K$3:$Q$508,5,0),0)","v":0},{"$f":"IFERROR(C55*VLOOKUP($C$43,lookup!$K$3:$Q$508,6,0),0)","v":0},{"$f":"IFERROR(D55*VLOOKUP($C$43,lookup!$K$3:$Q$508,7,0),0)","v":0},0]
["Total",{"$f":"SUM(B51:B55)","v":0},{"$f":"SUM(C51:C55)","v":0},0,0,0,0,{"$f":"SUM(H51:H55)","v":0}]

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["Minimum Qualifying Conditions*"]
["In order for a project to qualify for EIA credits, it must meet the key criteria identified below, as well as all other criteria outlined within the expert panel report. "]
["1.     Stream restoration projects that are primarily designed to protect public infrastructure by bank armoring or rip rap do not qualify for a credit.  For further information regarding what does and does not constitute bank armoring, and specifically what is eligible for credit, please see the recently approved memo, Consensus Recommendations for Improving the Application of the prevented Sediment Protocol for Urban Stream Restoration Projects Built for Pollutant Removal Credit, specifically Table 3 of the report."]
[]
[]
["2.     The stream reach must be greater than 100 feet in length and be still actively enlarging or degrading in response to upstream development or adjustment to previous disturbances in the watershed (e.g., a road crossing and failing dams)."]
["3.     In addition, there may be certain project design conditions that must be satisfied in order to be eligible for credit under one or more of the specific protocols described in the stream restoration expert panel report."]
["o   Protocol 3:"]
["§  Maximum ponded volume in the flood plain that receives credit should be 1.0 foot to ensure interaction between runoff and wetland plants."]
["§  Minimum watershed to floodplain surface area ratio of one percent (credit is discounted proportionately for projects that cannot meet the 1% minimum)."]
["4.     A qualifying project must meet certain presumptive criteria to ensure that high functioning portions of the urban stream corridor are not used for in-stream stormwater treatment (i.e., where existing stream quality is still good). These may include one or more of the following:"]
[]
["o   Geomorphic evidence of active stream degradation (i.e., BEHI score)"]
["o   An IBI of fair or worse"]
["o   Hydrologic evidence of floodplain disconnection"]
["o   Evidence of significant depth of legacy sediment in the project reach"]
["5.     Before credits are granted, stream restoration projects will need to meet post-construction monitoring requirements, exhibit successful vegetative establishment, and have undergone initial project maintenance."]
["6.     A qualifying project must demonstrate that it will maintain or expand existing riparian vegetation in the stream corridor, and compensate for any project related riparian losses in project work areas as determined by regulatory agencies."]
["*Adapted from the 2014 Recommendations of the Expert Panel to Define Removal Rates for Individual Stream Restoration Projects"]
[]
["New Minimum Qualifying Conditions**"]
["The following criteria are applicable to all Floodplain Restoration (FR) projects:"]
["1. Project must meet applicable floodplain management requirements in the stream corridor."]
["2. Project must evaluate the duration of floodplain ponding in the context of the restoration goals."]
["3. Project must demonstrate consideration of potential unintended consequences of the restoration."]
[]
["The following criteria are applicable to Floodplain Restoration - Raised Stream Bed (FR-RSB) projects:"]
["1. Project must demonstrate that it either provides, or is tied into existing upstream and downstream grade controls."]
["2. Project must clearly define the boundary of the effective hyperheic zone."]
["3. Project must demonstrate that baseflow conditions are not reduced as a result of the restoration."]
[]
["The following criteria are applicable to Floodplain Restoration - Legacy Sediment Removal (FR-LSR) projects:"]
["1. Confirm the presence of legacy sediment deposits."]
["2. Demonstrate that the design approach restores channel and floodplain connection with the hyperheic aquifer and restores processes within a hyperheic exchange zone (HEZ). When modern site contraints prevent directly connecting the restored channel and floodplain to the hyperheic aquifer, the design should include measures to interrupt flow within the hyperheic aquifer and elevate the HEZ into the restored floodplain."]
[]
["3. Defined EHZ boundaries across channels/floodplain."]
["4. Legacy sediment removal is the primary floodplain restoration technique."]
["**Adapted from the 2020 Consensus Recommendations to Improve Protocols 2 and 3 for Defining Stream Restoration Pollutant Removal Credits"]

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["Helper","County","MD 8digit","Aggregate Impervious Load (lbs/yr)",null,null,"Turf Load (lbs/yr)",null,null,null,"Land River Segment","Stream Bed and Bank Load (lbs/mile)",null,null,"Delivery Factor",null,null,null,"Segment-shed","Segmented-shed Name"]
[null,null,null,"TN","TP","TSS","TN","TP","TSS",null,null,"TN","TP","TSS","TN","TP","TSS",null,"ANATF_DC","Anacostia River Tidal Fresh DC"]
[{"$f":"CONCATENATE(B3&C3)","v":"ALLEGANY02140508"},"ALLEGANY","02140508",33.9313174818598,6.965110849909939,34776.575395761072,14.379818329131062,3.2648565814108599,7173.2297033134892,null,"H24021PM1_3510_4000",334.37242481309403,82.223170892332803,343348.71244817501,0.65077390713734895,0.56774382506510301,0.50744597781948397,null,"ANATF_MD","Anacostia River Tidal Fresh Maryland"]
[{"$f":"CONCATENATE(B4&C4)","v":"ALLEGANY02140510"},"ALLEGANY","02140510",20.586566014868808,2.064746835416416,9884.0733080180198,10.038115606605759,1.332016097827091,1548.4291077295452,null,"H24021PM3_3040_3340",340.03318477563403,85.143207228675493,455490.80902688298,0.54619788030776195,0.50177516320425697,0.48634368742231199,null,"BACOH","Back River Oligohaline"]
["ALLEGANY02140511","ALLEGANY","02140511",25.560161516545989,3.2362180628309973,16601.398116720578,12.208269586842341,1.8423817729690302,3441.6456362588401,null,"H24021PM4_3340_3341",346.53225036075401,93.782955810873602,327886.63304812397,0.55254061361019402,0.35618546639917398,0.31422272029807702,null,"BIGMH","Big Annemessex River Mesohaline"]
["ALLEGANY02140512","ALLEGANY","02140512",35.617155219707797,5.6956542120039906,35072.627297664047,12.25868831414264,2.1003636911235413,4878.5384795383397,null,"H24023PU2_4720_4750",347.68420559114497,89.029761344311197,344798.05253424199,0.80242019714259505,0.56433760374074105,7.7740291753467694E-2,null,"BOHOH","Bohemia River Oligohaline"]
["ALLEGANY02141001","ALLEGANY","02141001",50.849666529177,9.2419312359234951,40838.866746337575,24.679744408960602,3.7349347652517997,8285.0771149510329,null,"H24023PU3_4451_4450",346.36102092474601,86.861161470058093,312720.09969083598,0.77126004453115904,0.60894863598035598,7.5650095895906197E-2,null,"BSHOH","Bush River Oligohaline"]
["ALLEGANY02141002","ALLEGANY","02141002",22.47472881701831,1.9978622374484418,12317.83479798515,11.951225696245618,1.2399492360144739,2499.5480540827002,null,"N24001PU0_3871_3690",365.99536339863198,100.22755726663399,319646.95154368703,0.59253057688796196,0.18479260194634201,0.136188417476307,null,"C&DOH_DE","C&D Canal Oligohaline Delaware"]
["ALLEGANY02141003","ALLEGANY","02141003",27.719963860290299,3.1675438396248019,18909.180451743989,13.968024447363499,1.5730860498078489,3720.9347007894403,null,"N24001PU1_3100_3690",337.42279680731002,77.080891486678894,307895.82992217399,0.62960597665005102,0.45753011572475,0.29896191214990098,null,"C&DOH_MD","C&D Canal Oligohaline Maryland"]
["ALLEGANY02141004","ALLEGANY","02141004",25.761518155447469,2.5857465924332872,14910.93221558824,13.567016752757841,1.299206631339936,3073.02454942534,null,"N24001PU1_3580_3780",344.76697011562101,87.551763203280501,366056.94783091999,0.64377502666389397,0.47109555940743902,0.46682483037642097,null,"CB1TF","Northern Chesapeake Bay Tidal Fresh"]
["ALLEGANY02141005","ALLEGANY","02141005",18.482342432043339,0.59927762861362499,15245.669460227939,12.970318269800194,0.83077894420408993,4348.9241349188396,null,"N24001PU1_3850_4190",0,0,0,0.81424401246105005,0.63800238594021497,0.111991393923419,null,"CB2OH","Northern Chesapeake Bay Oligohaline"]
["ALLEGANY02141006","ALLEGANY","02141006",17.487710097602001,0.54924605302642004,883.44402985443799,12.862084640462401,0.91183098293402898,286.19224330221601,null,"N24001PU1_3940_3970",318.43487889130398,62.844810158725402,361246.78886094299,0.54540320857957703,0.51932853506811105,0.55357161851969805,null,"CB3MH","Upper Chesapeake Bay Mesohaline"]
["ANNE ARUNDEL02130902","ANNE ARUNDEL","02130902",21.40825560206126,0.788563852483818,8772.6905395850936,12.910584074488272,0.80343603897441007,2260.618118729913,null,"N24001PU2_3140_3680",349.62498787790798,94.821131460340098,318832.14350840898,0.93669514526101605,0.359898834028401,0.330706681329833,null,"CB4MH","Middle Chesapeake Bay Mesohaline"]
["ANNE ARUNDEL02130903","ANNE ARUNDEL","02130903",22.775222137970339,2.448034485243157,5124.9108086733231,12.93371975193215,1.3074607282896671,1258.6880090577499,null,"N24001PU2_3180_3370",351.79767545671803,74.201014636509399,304587.29307261697,0.56393651387682797,0.27569365748785302,0.26345560430127701,null,"CB5MH_MD","Lower Chesapeake Bay Mesohaline Maryland"]
["ANNE ARUNDEL02130906","ANNE ARUNDEL","02130906",16.60407515320993,1.4622060607077541,5901.3931215057601,10.319498682676135,1.139267792980059,1545.731119604847,null,"N24001PU2_3370_4020",348.91315887140098,82.578438362069505,304671.78945193603,0.65758731130903503,0.32757262755150102,0.279328186355982,null,"CHOMH1","Choptank River Mesohaline mouth 1"]
["ANNE ARUNDEL02131001","ANNE ARUNDEL","02131001",35.553673951797904,4.8975755707502406,19215.509259182818,15.587819176499561,2.1050409475306271,4156.8671860402692,null,"N24001PU3_3680_3890",343.926018461848,91.368416513856005,404832.37572388002,0.75222004923996799,0.43773352726397202,0.48166532188332101,null,"CHOMH2","Choptank River Mesohaline 2"]
["ANNE ARUNDEL02131002","ANNE ARUNDEL","02131002",43.6262101793344,8.9119438486871054,30374.216819133322,16.97946772077475,3.5543684754416001,6819.8562852236992,null,"N24001PU4_3780_3930",358.88597080493099,93.914757328286001,327352.84385337099,0.77845622125307801,0.446373380961821,0.385388985479104,null,"CHOOH","Choptank River Oligohaline"]
["ANNE ARUNDEL02131003","ANNE ARUNDEL","02131003",20.54286356793493,2.3516361437668651,10764.017630989831,10.41374758427607,1.7411256127672081,2241.6534828713311,null,"N24001PU4_3890_3990",383.14357453534001,87.425301764950405,261620.398288925,0.92145695560632501,0.74252832067427998,0.72053929236007397,null,"CHOTF","Upper Choptank River Tidal Fresh"]
["ANNE ARUNDEL02131004","ANNE ARUNDEL","02131004",24.8774491422535,4.835655446981459,14553.03420721693,10.359274422825219,2.3090265279430202,2347.0025674427879,null,"N24001PU4_3970_3890",313.11623309980098,60.577282167322899,332158.96067649202,0.77619362009896897,0.69736443724371,0.38300337136289397,null,"CHSMH","Lower Chester River Mesohaline"]
["ANNE ARUNDEL02131005","ANNE ARUNDEL","02131005",41.1360969162712,10.555571521332633,20597.422248958392,13.823145887934,4.0919775799753504,3652.997724472727,null,"N24001PU4_3990_3780",92.069235632758406,11.819245780604399,150497.303303205,0.94405282785057099,0.85036703285443305,0.69498398514819404,null,"CHSOH","Middle Chester River Oligohaline"]
["ANNE ARUNDEL02131101","ANNE ARUNDEL","02131101",18.926988765777892,2.2860149402558561,10240.627772621179,9.0113374822168719,1.6484600485688721,1765.653821735669,null,"N24001PU4_4440_3970",1584.3040846502399,1675.73413228974,32812831.1842218,0.87453069708568298,0.85060880244173698,0.83694292605670695,null,"CHSTF","Upper Chester River Tidal Fresh"]
["ANNE ARUNDEL02131102","ANNE ARUNDEL","02131102",32.779485191581699,5.8013449815882501,27406.955766200139,11.5083120977097,2.37352372582522,4102.16002009159,null,"N24001PU5_3930_4170",340.64582249737998,86.564636770224396,299698.48300083802,0.68921323356209796,0.27306118652400502,0.22483506040873999,null,"EASMH","Eastern Bay Mesohaline"]
["ANNE ARUNDEL02131104","ANNE ARUNDEL","02131104",49.392989900356696,13.671212105119418,24501.055101312799,18.962834989619658,5.0746355065528128,4451.4169423848862,null,"N24001PU5_4170_4020",303.389526522393,129.652804257025,309837.44762665802,0.77980789300441,0.385028036778371,0.107972610794105,null,"ELKOH","Elk River Oligohaline"]
["ANNE ARUNDEL02131105","ANNE ARUNDEL","02131105",27.1719114302675,6.9855864409503816,6320.06955051564,13.250102433513659,2.8359010260955602,1488.843808676525,null,"N24001PU6_3870_3690",292.31217503968497,113.96855162379499,328137.676715573,0.83059990856284505,0.37637317468389803,0.27236281182393401,null,"FSBMH","Fishing Bay Mesohaline"]
["BALTIMORE02120202","BALTIMORE","02120202",25.365986382830037,2.3242994445030218,16158.26846531617,12.277491868970611,1.239818375241077,2752.0033062438297,null,"N24001PU6_4020_3870",346.612367152621,106.37476966038101,323061.02879610198,0.69586904582980702,0.25760417728771201,0.15328324879070501,null,"GUNOH","Gunpowder River Oligohaline"]
["BALTIMORE02130801","BALTIMORE","02130801",18.922141095540681,3.2253956211118453,15219.558734609287,9.177324614958021,1.9907990540129561,2786.8356093069001,null,"N24003WL0_4390_0000",393.07161871691898,110.11816639578799,356103.65753884002,0.93917149211460105,0.98458293855038603,1,null,"HNGMH","Honga River Mesohaline"]
["BALTIMORE02130802","BALTIMORE","02130802",20.43903769231753,1.6257379758105319,8941.1577595669096,11.523039905069506,1.2354610893960478,2071.4587133790101,null,"N24003WL0_4391_0000",348.12973100748701,104.19475257762601,2080868.3913505301,1,1,1,null,"LCHMH","Little Choptank River Mesohaline"]
["BALTIMORE02130803","BALTIMORE","02130803",15.042368404006101,2.0683285869040349,9423.9305659111396,8.0320626461198099,1.516200469368159,2255.1219047717591,null,"N24003WL0_4392_0000",364.677231904248,108.817206479703,556958.84278815403,1,1,1,null,"MAGMH","Magothy River Mesohaline"]
["BALTIMORE02130804","BALTIMORE","02130804",20.992190679195669,2.0274094713822319,11807.674165679711,10.542690702208851,1.315010216450154,2254.9045023137401,null,"N24003WL0_4393_0000",276.13942048245798,18.524141961305499,297823.39467432402,1,1,1,null,"MANMH","Manokin River Mesohaline"]
["BALTIMORE02130805","BALTIMORE","02130805",45.416262461596602,5.8384152156100395,40655.862849109675,17.56360168760115,2.131090198261278,6475.1916198066901,null,"N24003WL0_4394_0000",97.069223578063401,19.894239293455801,288617.15683236299,1,1,1,null,"MATTF","Mattawoman Creek Tidal Fresh"]
["BALTIMORE02130806","BALTIMORE","02130806",24.639843807623539,2.3335553374298312,15764.884010859219,12.144802271271331,1.2917306331849601,2829.8396498366701,null,"N24003WL0_4420_0000",425.36859549350299,113.298104256836,356120.51504917,0.78324797865113005,0.43820697120660301,0.19227787987712,null,"MIDOH","Middle River Oligohaline"]
["BALTIMORE02130807","BALTIMORE","02130807",24.147120731882801,4.427733357823656,18539.389229521541,9.7675447422294397,2.2426046616407991,3228.2506532930297,null,"N24003WL0_4421_0000",380.98290758981398,95.695034503037505,376710.82518777897,0.95444578460323604,1,1,null,"NANMH","Lower Nanticoke River Mesohaline"]
["BALTIMORE02130901","BALTIMORE","02130901",30.252443626838698,7.746570423734692,28681.966950963342,12.125934737963521,3.2066128178541202,5882.6041614760579,null,"N24003WL0_4422_0000",394.17724867923101,61.2038815548702,511542.35538718302,1,1,1,null,"NANOH","Upper Nanticoke River Oligohaline"]
["BALTIMORE02130903","BALTIMORE","02130903",17.708997584383461,2.041693833252991,11590.265577673295,8.9903121428842407,1.6658506060834601,2495.2160312449769,null,"N24003WL0_4423_0000",205.01323804682801,44.7187143046906,911536.95939752401,1,1,1,null,"NANTF_DE","Upper Nanticoke River Tidal Fresh Delaware"]
["BALTIMORE02130904","BALTIMORE","02130904",24.59557746201353,1.4343134570422809,7479.9092066984394,14.59284306266373,1.1502525956467149,1928.508025932618,null,"N24003WL0_4424_0000",382.75582048193797,102.883232398563,493519.11301477399,1,1,1,null,"NANTF_MD","Upper Nanticoke River Tidal Fresh Maryland"]
["BALTIMORE02130905","BALTIMORE","02130905",20.785027750492301,1.9464974262588819,8573.92687494854,12.0822764834575,1.367172900689243,2180.2548173491941,null,"N24003WL0_4425_0000",351.87355937340101,106.449992995217,331168.45260620798,1,1,1,null,"NORTF","North East River Tidal Fresh"]
["BALTIMORE02130906","BALTIMORE","02130906",19.756760963990487,2.425835935143708,11781.08023351124,11.04253661022056,1.5279920775046529,2685.107050512182,null,"N24003WL0_4600_0000",355.87844217813699,81.056416267854402,305079.72855378001,0.85942245019046704,0.84531032735840095,0.78398446507100905,null,"PATMH","Patapsco River Mesohaline"]
["BALTIMORE02130907","BALTIMORE","02130907",21.12566933342449,1.8567673059808358,10416.34826323267,11.199412959963063,1.207343393452692,2131.7351642677472,null,"N24003WL0_4601_0000",372.315952883222,114.982054974465,2644068.66110938,1,1,1,null,"PAXMH","Lower Patuxent River Mesohaline"]
["BALTIMORE CITY02130901","BALTIMORE CITY","02130901",13.369989093976141,1.30440354231139,7062.3121927951506,7.4783039004082514,1.1863308800367149,1824.7482024362951,null,"N24003WL0_4602_0000",253.49054667406199,67.837096741718398,277935.10001447599,0.96361858851350402,1,1,null,"PAXOH","Middle Patuxent River Oligohaline"]
["BALTIMORE CITY02130903","BALTIMORE CITY","02130903",12.411563472668501,1.2260143403722761,4146.6294187562999,7.5235081455690356,1.298358828274691,1186.5243181807641,null,"N24003WL0_4603_0000",348.41967028773001,73.395602207584304,489759.30001169001,1,1,1,null,"PAXTF","Upper Patuxent River Tidal Fresh"]
["BALTIMORE CITY02130904","BALTIMORE CITY","02130904",13.95549387459825,1.128189959479875,5363.2624533254293,8.1105999000089728,1.180213008055599,1542.500193932899,null,"N24003WL0_4770_0000",330.392633530328,88.600735635226101,276124.62726283597,1,1,1,null,"PISTF","Piscataway Creek tidal Fresh"]
["BALTIMORE CITY02130905","BALTIMORE CITY","02130905",13.745386295887833,1.0826253367299459,4454.1508656711303,8.0903372838544261,1.2511115054002,1286.6369237360009,null,"N24003WL0_4771_0000",321.10673236913902,80.552339796865297,278798.34472113597,0.80719008922098801,0.82241270643906605,0.781331205792544,null,"POCMH_MD","Lower Pocomoke River Mesohaline Maryland"]
["BALTIMORE CITY02130906","BALTIMORE CITY","02130906",12.536259612974201,0.71602479278018605,1671.53898103335,7.63865448412849,1.02772537299643,617.73919637445101,null,"N24003WL0_4772_0000",246.774968831709,57.062879435282397,315480.52034681098,0.91524664315707305,1,1,null,"POCOH_MD","Middle Pocomoke River Oligohaline Maryland"]
["CALVERT02131005","CALVERT","02131005",44.970800156484103,9.4079486819165457,44568.432294125305,15.618912998748751,4.1179271350956599,10008.431200601828,null,"N24003WM0_3961_0000",206.651584167604,112.533775134016,394611.77843545697,0.91963088552199301,0.81898273491417894,0.36230085816208102,null,"POCOH_VA","Middle Pocomoke River Oligohaline Virginia"]
["CALVERT02131101","CALVERT","02131101",82.939599071239499,16.338989572864854,95079.75576871392,21.200942632094417,5.61959591739598,16538.311826697947,null,"N24003WM0_3962_0000",233.95049968614401,30.9230284753219,635620.08860478096,1,1,1,null,"POCTF","Upper Pocomoke River Tidal Fresh"]
["CALVERT02131102","CALVERT","02131102",16.710012267257742,1.9845459627750079,8220.1272478483297,8.8112324455890665,1.6904606805003299,1778.0732815777051,null,"N24003WM0_3963_0000",396.29634564825699,97.050432875701205,401673.80832020403,1,1,1,null,"POTMH_MD","Lower Potomac River Mesohaline Maryland"]
["CAROLINE02130305","CAROLINE","02130305",23.816511816730618,1.393143507369611,5250.1413654759099,12.950379787829659,1.1732728155048719,634.8542039035724,null,"N24003WM0_3966_0000",27.062893046493201,1.2429251218908,217666.871443429,1,1,1,null,"POTOH1_MD","Lower Potomac River Oligohaline Maryland"]
["CAROLINE02130306","CAROLINE","02130306",41.938060573097403,5.4830201762507098,29067.386206365794,16.782043285035741,2.2172099941500898,3801.2135830383254,null,"N24003WM3_4060_0001",429.41882830899698,110.69182722116,466496.25563155802,0.65900544649054205,0.345073279809397,0.18366822034157801,null,"POTOH2_MD","Port Tobacco River Oligohaline Maryland"]
["CAROLINE02130403","CAROLINE","02130403",27.0065581530312,2.5725618732005562,10985.541156072888,12.956219474041999,1.4748693898127121,1362.3509238077563,null,"N24003XL3_4710_0000",328.84481566548197,78.832268119844898,273522.17507875198,0.82734940586297201,0.66917656153756,0.40668688398849001,null,"POTOH3_MD","Nanjemoy Creek Oligohaline Maryland"]
["CAROLINE02130404","CAROLINE","02130404",87.007764449672806,16.038126897202801,89648.550303401338,23.774771398945397,4.7524742722298967,11089.439337919157,null,"N24003XL3_4711_0000",324.77180519253398,72.360185751904993,228091.71710200899,0.84244124166531598,0.71885068964944898,0.48690008117140499,null,"POTTF_DC","Upper Potomac River Tidal Fresh DC"]
["CAROLINE02130405","CAROLINE","02130405",34.363811919138698,4.1948265229577579,22444.955190554771,13.896516749200011,1.8298886501299501,2709.0752854794309,null,"N24003XL3_4712_0000",430.02124109199099,99.124192680022503,250621.63909440301,0.85607904164273596,0.68397838945063005,0.38636176706699799,null,"POTTF_MD","Upper Potomac River Tidal Fresh Maryland"]
["CARROLL02050301","CARROLL","02050301",22.986383525106898,1.5235755462568861,10235.884070863391,12.116954566977862,0.9591575222547819,1788.7297438655442,null,"N24003XL3_4713_0000",319.31752428450397,75.414929470005703,223351.467998935,0.78475920753162398,0.68579749158930803,0.44892344661605299,null,"RHDMH","Rhode River Mesohaline"]
["CARROLL02130805","CARROLL","02130805",18.28315650192604,2.7236979622441488,5000.7818405406997,11.137961702762368,1.398551338244461,1275.57615044663,null,"N24003XL3_4950_0000",326.322500711911,76.843163147864502,263079.89000553801,0.71625986623960802,0.61617214961506395,0.41995656381332302,null,"SASOH","Sassafras River Oligohaline"]
["CARROLL02130806","CARROLL","02130806",26.27283399761092,2.204823231684248,11877.31572521865,13.923025852233868,1.1640513733340891,2170.9585752457801,null,"N24003XU2_4270_4650",294.83659606736802,80.152492645114194,368801.01151224901,0.76240807156425205,0.81464817364351305,0.22434042277851299,null,"SEVMH","Severn River Mesohaline"]
["CARROLL02130906","CARROLL","02130906",23.209115094672001,0.64945150151170805,3321.6978815694602,14.272097914046199,0.90723743212067498,1134.0546591095199,null,"N24003XU2_4480_4650",310.697033397582,85.943630521996496,330517.004690053,0.74042463165490402,0.77450704865105202,0.160428224811687,null,"SOUMH","South River Mesohaline"]
["CARROLL02130907","CARROLL","02130907",21.726617785509752,1.809081851755787,10223.036794544751,11.502909710360326,1.1352673297260432,2008.1022642981889,null,"N24003XU3_4650_0001",371.70425082977101,100.653280885576,259801.34021927399,0.79879218084616099,0.57344681240520601,0.16343943283315701,null,"TANMH_MD","Tangier Sound Mesohaline Maryland"]
["CARROLL02130908","CARROLL","02130908",25.09331588617929,3.1735820637856071,9677.2335906139197,12.768533536907826,1.3546169722716499,1805.700830620181,null,"N24005SL2_2910_3060",362.13633991893403,63.2816700831196,297706.55299255002,0.95430808717322901,0.680077425704679,0.36840217807931502,null,"WBRTF","Western Branch Patuxent River Tidal Fresh"]
["CARROLL02140303","CARROLL","02140303",27.161856240625902,3.3062366126429712,15905.893285149779,10.89069581674476,1.5631501639120708,1432.3397101883431,null,"N24005WM0_3650_0001",353.86351492825997,96.514613024077605,519320.94156856101,0.72024181720779001,0.58401365315025699,0.382536790845591,null,"WICMH","Wicomico River Mesohaline"]
["CARROLL02140304","CARROLL","02140304",36.4019510815667,4.5905905390831201,20123.66058744468,15.774276951649551,1.5237818961050711,2513.3029624637352,null,"N24005WM0_3740_0001",337.920584020251,104.11226395792499,750581.59166617505,0.39173044121943501,0.61816820686437302,0.40668265477996302,null,"WSTMH","West River Mesohaline"]
["CECIL02120201","CECIL","02120201",24.006392301494003,2.8510918015581481,13864.204562625569,11.11291158899766,1.6010258665348369,2729.905794668508,null,"N24005WM0_3741_0000",350.41926758611299,106.038117327557,651558.71532144805,0.81970656444567003,0.70940959142589599,0.443414033981684]
["CECIL02120203","CECIL","02120203",21.29288382894114,1.87007428128942,8737.7695372367907,10.848048631703241,1.252958530628097,1598.1160808553921,null,"N24005WM0_3742_0000",187.03478792162801,71.995238898836107,546567.98279735399,1,1,1]
["CECIL02120204","CECIL","02120204",22.000905080365339,2.4411520698124751,8863.0833838959898,11.51764432134047,1.6391696999666792,1842.2778262592919,null,"N24005WM0_3743_0000",377.99162672685202,119.412541050562,3108708.4720544498,1,1,1]
["CECIL02130601","CECIL","02130601",23.37026939968958,2.8697734760092173,16184.204740943071,10.009716774325788,2.0756815163296487,3168.501671742888,null,"N24005WM0_3744_0000",264.74082679344099,57.665737161627803,279254.63150227198,1,1,1]
["CECIL02130602","CECIL","02130602",27.838563361024001,3.4184771866716819,19779.206302468028,10.01992468375952,1.7889346741065419,1889.1861769339189,null,"N24005WM0_3745_0000",351.42676129316601,97.570214881141098,294998.58483579301,0.79964057836583202,0.93054001830487698,1]
["CECIL02130603","CECIL","02130603",33.189671644309797,7.9004693438648053,22109.054991933641,13.144275557242279,3.3799637142869701,4427.3019379437692,null,"N24005WM0_3881_3880",346.93942115603801,88.827697155257695,347504.029491205,0,0,0]
["CECIL02130604","CECIL","02130604",26.701611574946298,2.7814831778262121,9729.0296300275495,10.907473936671341,1.791728650477785,1462.2710649956889,null,"N24005WM0_3964_0000",14.962368237333401,12.922242799249499,2140752.36487047,1,1,1]
["CECIL02130605","CECIL","02130605",24.38826052449518,3.2465284460536799,13355.80831258342,10.8970275441132,1.7267378139812752,2382.0544596362251,null,"N24005WM0_3965_0000",234.49754061338601,34.149281528841698,287413.28337032499,1,1,1]
[{"$f":"CONCATENATE(B68&C68)","v":"CECIL02130606"},"CECIL","02130606",25.11219707441288,3.0129889728783708,13374.387186843502,12.1025037046658,1.572045037674509,2533.9052345320661,null,"N24005WM1_3660_3910",377.01644955347501,108.80278928309799,557126.76066800195,0.46024652293053597,0.54503585681565303,0.38451616484913398]
["CECIL02130608","CECIL","02130608",35.488745017972704,11.597685858701025,15777.178733333181,14.006785981956281,4.3751163804531599,2957.2698292859827,null,"N24005WM1_3910_0001",349.85126183966202,108.53819460283199,524411.13589419704,0.53867588170172798,0.54284426695991805,0.31525497518786399]
["CECIL02130609","CECIL","02130609",37.0482257411918,11.361792123909966,17461.961152434829,13.975659182931629,4.1183719507197605,3215.7842697618853,null,"N24005WM3_3880_4060",371.11602090346099,94.946064434878295,415613.91070119501,0.54115985872951,0.36935010771209897,0.22368133409347901]
["CECIL02130610","CECIL","02130610",29.378835380860302,3.6134939797654599,22121.157943055066,10.67245883043288,2.1102231367695139,3055.7181362353608,null,"N24005WM3_4060_0001",352.516677741553,107.593262767349,596195.15269180201,0.62804839674306401,0.40011696349717202,0.21286081836922699]
["CHARLES02131101","CHARLES","02131101",18.639141294783983,2.2401893038369209,9938.5160628479498,9.221071799976631,1.5745786305421312,2044.4833227291429,null,"N24005WU0_3021_3020",339.903474086649,69.976815699527506,281024.44879273302,0.13944803560399199,0.15223070282296799,2.6048571428916802E-3]
["CHARLES02140101","CHARLES","02140101",32.611741733048106,5.1234688956743941,24459.259774969876,11.912328768134749,2.4088120146035701,3643.5253363441961,null,"N24005WU0_3540_0000",344.28931186370897,110.326831158085,391312.24170143099,1,1,1]
["CHARLES02140102","CHARLES","02140102",36.817015371783583,14.787889980510993,26296.577451813821,12.653826286578319,5.3789377960452995,4952.0147989632724,null,"N24005WU0_3541_0000",172.01827812766101,105.576617730706,285519.57222168997,1,1,1]
["CHARLES02140106","CHARLES","02140106",20.84123208970707,2.5254422177124609,13268.84220470875,9.002170681257919,1.5597052922917758,1785.925059472265,null,"N24005WU0_3542_0000",283.38440016205698,107.44152127530501,284721.76600770798,1,1,1]
["CHARLES02140107","CHARLES","02140107",20.126875888462401,2.369600615818614,11449.01180711569,9.2191740636035906,1.433236181320779,1875.9298654199142,null,"N24005WU0_3670_0001",383.366923261642,114.74062149139699,621056.23198359204,0.27578785977211401,0.49017263398745398,0.34378411647643198]
["CHARLES02140108","CHARLES","02140108",53.3195980494121,9.7457752350431228,54118.654360717759,15.645577998143189,3.4731239167726997,8730.3376208093287,null,"N24005WU0_3671_0000",351.55034067584,97.244243718977799,403747.89952615701,0.91160589005297898,0.80385758743473701,0.47982090766498797]
["CHARLES02140109","CHARLES","02140109",23.908638000078,5.1255107557953332,15104.737871783391,9.6696914197191006,2.30720363104074,2875.8160654505,null,"N24005WU0_3820_0000",340.52368821019502,100.98839680153,12928212.383591101,1,1,1]
["CHARLES02140110","CHARLES","02140110",44.263168673260139,8.3493789850638951,46861.52046867257,13.81138112744868,3.31287390579205,7761.9499306306243,null,"N24005WU0_3821_0000",329.72380419455197,87.419012019607393,293524.63895069098,1,1,1]
["CHARLES02140111","CHARLES","02140111",45.436105763064198,7.471916547182059,22435.271607625811,14.563455069638099,3.0288700849539998,4492.6254926443989,null,"N24005WU1_3350_3490",352.60102426082898,66.119616742356797,309568.17483724799,0.31261731346938199,0.37521942634494099,6.4472196603606494E-2]
["CHARLES02140201","CHARLES","02140201",14.695775918361321,2.2601605832191489,8512.9811790523054,7.000380357199,1.5887882792618839,1680.1358483834431,null,"N24005WU1_3482_0001",356.03752998451199,77.866338075001806,331899.426082786,0.69631887545900994,0.50544695778165905,0.35081525584117701]
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[null,null,null,null,null,null,null,null,null,null,"N24045EL1_5430_0001",316.51502355363499,83.374217816827297,236628.11209418499,0.499217085996712,0.92993090085404795,0.266443681939597]
[null,null,null,null,null,null,null,null,null,null,"N24045EL1_5570_0001",316.77748267823199,81.6140729538443,223643.79339739299,0.473107090797041,0.85077228631887303,0.16422483751147399]
[null,null,null,null,null,null,null,null,null,null,"N24045EL2_4630_0000",0,0,0,0.97091809802859097,0.96958821096566605,0.95994708785590899]
[null,null,null,null,null,null,null,null,null,null,"N24045EL2_4634_0000",0,0,0,0.99834601886551499,0.99834819013826404,0.99839670928338997]
[null,null,null,null,null,null,null,null,null,null,"N24045EL2_5110_5270",301.49076912611599,78.497825529740794,218212.60347970901,0.276725856694999,0.71433959760943699,0.12611063641937501]
[null,null,null,null,null,null,null,null,null,null,"N24045EL2_5270_0001",300.54863750704698,79.696548652782795,223920.28347538301,0.45461612935816997,0.74557955534015796,0.15809663333117199]
[null,null,null,null,null,null,null,null,null,null,"N24045EL2_5272_5270",310.37883455237602,80.926359523379304,229697.90425768201,0.29942130103496201,0.65300682241471997,8.0766555951732905E-2]
[null,null,null,null,null,null,null,null,null,null,"N24047EL0_5271_0000",250.591224033034,57.288621868848999,198468.189136798,0.97407126865076699,0.937406208859346,0.59401444490988697]
[null,null,null,null,null,null,null,null,null,null,"N24047EL1_5430_0001",309.75734954471801,92.742926972551203,190884.811097,0.52755165776616197,0.83514741868420705,0.16690708138798399]
[null,null,null,null,null,null,null,null,null,null,"N24047EL1_5570_0001",275.72108596981099,81.602753935004003,151760.042135175,0.46534984615394998,0.71937085201252005,0.21014602803229401]
[null,null,null,null,null,null,null,null,null,null,"N24047EL1_5660_0000",245.72654136152099,67.682257657202598,145706.45578844799,0.87598611511167501,0.69690245008573004,0.196849355186442]
[null,null,null,null,null,null,null,null,null,null,"N24047EL2_5110_5270",248.28623096242001,70.310544577591699,143112.544319607,0.30910469086840298,0.83455619951410598,0.22021842531604499]
[null,null,null,null,null,null,null,null,null,null,"N24047EL2_5270_0001",253.613532915218,69.751925081812104,152237.455025014,0.46743350254194599,0.75489272182749501,0.15643260826056701]
[null,null,null,null,null,null,null,null,null,null,"N24047EL3_5870_0000",250.40349313203799,72.859115781744407,155110.920763906,0.88114485861955605,0.73046441974790299,0.233789172559243]
[null,null,null,null,null,null,null,null,null,null,"N24047EL3_5970_0000",251.86346132033401,36.423247886742203,296391.982162142,0.95417995988001703,0.93747434445960698,0.43660432995677201]
[null,null,null,null,null,null,null,null,null,null,"N24047EL3_5971_0000",285.82308330922899,86.690636071765596,175914.71865852299,0.98401630038036603,0.95601764035504699,0.58778326179786899]
[null,null,null,null,null,null,null,null,null,null,"N24047EL3_5972_0000",252.85243284552999,72.931966697644398,158866.57237155299,0.69805402112210202,0.58908239954236197,0.147642897396287]
[null,null,null,null,null,null,null,null,null,null,"N24510WM0_3650_0001",355.56718308560897,112.383576016525,1001032.29056253,0.761791332337173,0.71082571508344095,0.42637739793481499]
[null,null,null,null,null,null,null,null,null,null,"N24510WM0_3740_0001",347.93871737683497,108.99051213866299,919997.979300017,0.40586347161347403,0.64774976963065001,0.43592857770090998]
[null,null,null,null,null,null,null,null,null,null,"N24510WM0_3741_0000",361.77210080279599,108.260553522922,821205.08098166506,0.84658367708100501,0.80518464547782898,0.59576536251732004]
[null,null,null,null,null,null,null,null,null,null,"N24510WM0_3960_0000",339.552970051915,113.33493910539801,11886306.746693799,1,1,1]
[null,null,null,null,null,null,null,null,null,null,"N24510WM0_3961_0000",185.38049783671099,119.024634949085,1155829.09399799,1,1,1]
[null,null,null,null,null,null,null,null,null,null,"N24510WM0_3962_0000",0,0,0,1,1,1]
[null,null,null,null,null,null,null,null,null,null,"N24510WM0_3964_0000",63.743340752028303,92.020122411155299,1748848.9301761601,1,1,1]
[null,null,null,null,null,null,null,null,null,null,"N24510WM1_3910_0001",337.42549505798701,101.92823773841999,1157172.11606724,0.60462224545712595,0.67142188984745799,0.43362844084638202]
[null,null,null,null,null,null,null,null,null,null,"N24510WM3_4060_0001",0,0,0,0.66879232330281702,0.52195307499604804,0.42462324275055502]

{"sheet":"P3 Curve Eqns","index":3,"n_rows":15,"n_cols":14,"rows_kept":15,"cut":false,"hidden":false,"merged":[[1,11,1,13],[3,0,6,0],[7,0,10,0],[11,0,14,0],[1,1,2,1],[1,10,2,10],[1,2,1,8]]}
[null,"Estimating Curve Equations for Stream Restoration Protocol 3"]
[null,"floodplain storage volume","rain depth (watershed inches)",null,null,null,null,null,null,null,"rain depth (watershed in)","regression equation"]
[null,null,0.1,0.25,0.5,1,1.5,2,2.5,null,null,"TN","TP","TSS"]
["TN",0.1,4,2.5,1.5,0.5,0.2,0,0,null,0.1,{"$f":"5.2193*LN('Protocol 3'!E5)+15.818","v":{"$error":"#NUM!"}},{"$f":"8.1187*LN('Protocol 3'!E5)+24.019","v":{"$error":"#NUM!"}},{"$f":"5.3163*LN('Protocol 3'!E5)+15.899","v":{"$error":"#NUM!"}}]
[null,0.25,8.3000000000000007,6,3.5,1,0.4,null,null,null,0.25,{"$f":"4.0174*LN('Protocol 3'!E5)+11.651","v":{"$error":"#NUM!"}},{"$f":"5.8206*LN('Protocol 3'!E5)+17.002","v":{"$error":"#NUM!"}},{"$f":"3.9597*LN('Protocol 3'!E5)+11.413","v":{"$error":"#NUM!"}}]
[null,0.5,12.1,8.6999999999999993,5,1.9,0.5,0.1,0,null,0.5,{"$f":"2.1712*LN('Protocol 3'!E5)+6.5035","v":{"$error":"#NUM!"}},{"$f":"3.4299*LN('Protocol 3'!E5)+10.008","v":{"$error":"#NUM!"}},{"$f":"2.1396*LN('Protocol 3'!E5)+6.6689","v":{"$error":"#NUM!"}}]
[null,1,16,11.8,6.5,2.1,0.6,0.2,0.1,null,1,{"$f":"0.7476*LN('Protocol 3'!E5)+2.194","v":{"$error":"#NUM!"}},{"$f":"1.3782*LN('Protocol 3'!E5)+4.1348","v":{"$error":"#NUM!"}},{"$f":"0.8546*LN('Protocol 3'!E5)+2.2612","v":{"$error":"#NUM!"}}]
["TP",0.1,5,4,2,1,1,1,1,null,1.5,{"$f":"0.1725*LN('Protocol 3'!E5)+0.6139","v":{"$error":"#NUM!"}},{"$f":"0.5159*LN('Protocol 3'!E5)+2.0651","v":{"$error":"#NUM!"}},{"$f":"0.4366*LN('Protocol 3'!E5)+0.8783","v":{"$error":"#NUM!"}}]
[null,0.25,13.5,8,5.5,2,1,null,null,null,2,{"$f":"0.0825*LN('Protocol 3'!E5)+0.1824","v":{"$error":"#NUM!"}},{"$f":"1","v":1},{"$f":"0.0825*LN('Protocol 3'!E5)+0.1824","v":{"$error":"#NUM!"}}]
[null,0.5,18,13.5,7.5,3.5,2,1,1,null,2.5,{"$f":"0.0358*LN('Protocol 3'!E5)+0.0691","v":{"$error":"#NUM!"}},{"$f":"1","v":1},{"$f":"0.0467*LN('Protocol 3'!E5)+0.1133","v":{"$error":"#NUM!"}}]
[null,1,24,17,10,4,2,1,1]
["TSS",0.1,3.8,2.2999999999999998,1.8,0.3,0,0,0]
[null,0.25,8.3000000000000007,6,3.7,1,0.1]
[null,0.5,12.2,8.5,5,1.8,0.5,0.1,0.1]
[null,1,16,11.5,6.8,2.2000000000000002,1,0.2,0.1]

{"sheet":"Protocol 1","index":4,"n_rows":25,"n_cols":12,"rows_kept":25,"cut":false,"hidden":false,"merged":[[16,7,16,9],[17,7,17,9],[6,9,6,10],[5,9,5,10],[14,7,14,9],[15,7,15,9],[8,7,8,9],[4,0,4,1],[5,0,5,1],[7,0,7,5],[0,0,0,4],[13,7,13,12],[3,0,3,4],[3,7,3,12],[4,7,4,8],[4,9,4,10],[9,7,9,9],[6,7,6,8],[8,0,9,0],[4,11,6,12],[5,7,5,8],[10,7,10,9]]}
["Protocol 1: Credit for Prevented Sediment during Storm Flow"]
["Please populate the blue cells in this sheet with applicable project data. "]
["Step 1",null,null,null,null,null,null,"Step 2"]
["Estimate stream sediment erosion rates and annual sediment loadings.",null,null,null,null,null,null,"Convert stream bank erosion to nutrient loading."]
["# of Reaches",null,null,null,null,null,null,"Nutrient",null," lbs/ton sediment",null,"Because of the high variability, samples from the project reach should be collected and\nanalyzed for TN and TP concentrations."]
["Estimated Project Erosion Rate",null,{"$f":"SUM(E:E)","v":0},"tons/year",null,null,null,"Nitrogen"]
[null,null,null,null,null,null,null,"Phosphorus"]
["Note: Bank Erosion Rates are from Regional Curve"]
["Reach","Bulk Density of Soil","Bank Erosion Rate","Eroding Bank Area","Sediment Load",null,null,"Sediment",null,null,{"$f":"C6","v":0},"tons/year"]
[null,"C, lbs/ft3","R, ft/yr","A, ft2","S, tons/yr",null,null,"Total Nitrogen",null,null,{"$f":"C6*J6","v":0},"lbs/year"]
[1,null,null,null,{"$f":"(B11*C11*D11)/2000","v":0},null,null,"Total Phosphorus",null,null,{"$f":"C6*J7","v":0},"lbs/year"]
[{"$f":"A11+1","v":2},null,null,null,{"$f":"(B12*C12*D12)/2000","v":0}]
[{"$f":"A12+1","v":3},null,null,null,0,null,null,"Step 3"]
[4,null,null,null,0,null,null,"Estimate stream restoration efficiency - Justify efficiency with monitoring data or assume 50%"]
[5,null,null,null,0,null,null,"Efficiency",null,null,50,"%"]
[6,null,null,null,0,null,null,"Sediment",null,null,{"$f":"K9*($K$15/100)","v":0},"tons/year"]
[7,null,null,null,0,null,null,"Total Nitrogen",null,null,{"$f":"K10*($K$15/100)","v":0},"lbs/year"]
[8,null,null,null,0,null,null,"Total Phosphorus",null,null,0,"lbs/year"]
[9,null,null,null,0]
[10,null,null,null,0]
[11,null,null,null,0]
[12,null,null,null,0]
[13,null,null,null,0]
[14,null,null,null,0]
[15,null,null,null,{"$f":"(B25*C25*D25)/2000","v":0}]

{"sheet":"Protocol 2","index":5,"n_rows":26,"n_cols":11,"rows_kept":26,"cut":false,"hidden":false,"merged":[[10,8,11,9],[10,10,11,11],[25,0,27,11],[15,1,15,2],[14,1,14,2],[13,1,13,2],[12,1,12,2],[11,1,11,2],[15,3,15,4],[14,3,14,4],[13,3,13,4],[12,3,12,4],[11,3,11,4],[10,5,10,6],[9,5,9,6],[15,5,15,6],[14,5,14,6],[13,5,13,6],[12,5,12,6],[11,5,11,6],[9,0,10,0],[9,1,9,2],[10,1,10,2],[9,3,9,4],[10,3,10,4],[4,3,4,4],[5,0,5,2],[5,3,5,4],[0,0,0,11],[22,0,22,2],[22,3,22,4],[20,0,20,2],[20,3,20,4],[19,0,19,11],[21,3,21,4],[21,0,21,2],[4,0,4,2]]}
["Protocol 2: Credit for Instream and Riparian Nutrient Processing within the Hyporheic Zone During Base Flow"]
["Please populate the blue cells in this sheet with applicable project data. "]
["Step 1"]
["Determine the total post construction stream length that has been reconnected using the bank height ratio of 1.0 or less."]
["Total Stream Length",null,null,null,null,"ft"]
["Connected on both sides?",null,null,"No",null,"at bank height ratio of 1.0 or less"]
[]
["Step 2"]
["Determine the dimensions of the hyporheic box. There may be several, smaller hyporheic boxes that can be averaged across the reach."]
["Hyporheic Box","Width of Channel*",null,"Cross Sectional Area",null,"Box Volume"]
[null,"ft",null,"ft2",null,"ft3",null,null,"Average Hyporheic Box Volume, ft3",null,{"$f":"IFERROR(AVERAGE(F12:G16),0)","v":0}]
[1,null,null,{"$f":"IF(B12<>0,(((IF($D$6=\"Yes\",2,1)*5)+(IF($D$6=\"Yes\",1,0.5)*B12))*5),\"\")","v":""},null,{"$f":"IFERROR(D12*$D$5,\"\")","v":""}]
[2,null,null,"",null,""]
[3,null,null,"",null,""]
[4,null,null,{"$f":"IF(B15<>0,(((IF($D$6=\"Yes\",2,1)*5)+(IF($D$6=\"Yes\",1,0.5)*B15))*5),\"\")","v":""},null,{"$f":"IFERROR(D15*$D$5,\"\")","v":""}]
[5,null,null,{"$f":"IF(B16<>0,(((IF($D$6=\"Yes\",2,1)*5)+(IF($D$6=\"Yes\",1,0.5)*B16))*5),\"\")","v":""},null,{"$f":"IFERROR(D16*$D$5,\"\")","v":""}]
["*at median base flow depth"]
[]
["Step 3"]
["Multiply the hyporheic box mass by the unit denitrification rate."]
["Unit Denitrification Rate",null,null,{"$f":"1.06*10^-4","v":1.0600000000000002E-4},null,"lbs/ton/day"]
["Bulk Density of Soil Estimate",null,null,125,null,"lb/ft3"]
["Estimated TN Credit",null,null,{"$f":"(((K11*D22)/2000)*D21)*365","v":0},null,"lb/yr"]
[]
["Step 4"]
["Check to make sure the watershed cap is not exceeded. Since nitrate loadings are highly variable spatially, the Chesapeake Bay Program Modeling Team should be contacted for the total nitrate loading to assure that the load reductions from this and other projects do not exceed the 40% cap for any given land-river segment."]

{"sheet":"Protocol 2 Revised","index":6,"n_rows":37,"n_cols":5,"rows_kept":37,"cut":false,"hidden":false,"merged":[[28,1,28,3],[19,0,19,1],[19,2,19,3],[14,0,14,4],[36,0,38,4],[21,1,21,3],[18,2,18,3],[17,2,17,3],[16,2,16,3],[0,0,0,4],[8,0,8,4],[18,0,18,1],[17,0,17,1],[16,0,16,1]]}
["Protocol 2: Credit for Instream and Riparian Nutrient Processing within the Hyporehic Zone During Base Flow Revised"]
["Please populate the blue cells in this sheet with applicable project data. "]
["Step 1"]
["Define the extent of the effective hyperheic zone (EHZ)."]
["Floodplain Area",null,"sq ft"]
["Channel Area",null,"sq ft"]
[]
["Step 2"]
["Apply the new denitrification rate to the EHZ."]
["Floodplain",{"$f":"B5*0.00269","v":0},"lbs NO3/yr"]
["Channel",{"$f":"B6*0.00269","v":0},"lbs NO3/yr"]
[]
[]
["Step 3"]
["Apply the site specific discount factors referencing the table below."]
[null,null,null,null,"Reduction Factors"]
["Baseflow Type",null,null,null,{"$f":"IF(C17=B24,1,\nIF(C17=B25,0.75,\nIF(C17=B26,0.5,\nIF(C17=B27,0.25,\nIF(C17=B28,0.1,\"\")))))","v":""}]
["Floodplain Height",null,null,null,{"$f":"IF(C18=C24,1,\nIF(C18=C25,0.75,\nIF(C18=C26,0.5,\nIF(C18=C27,0.1,\nIF(C18=C28,0,\"\")))))","v":""}]
["Aquifer Type throughout Restored Floodplain",null,null,null,{"$f":"IF(C19=D24,1,\nIF(C19=D25,0.6,\nIF(C19=D26,0.4,\nIF(C19=D27,0.1,\nIF(C19=D28,0.01,\"\")))))","v":""}]
["Aquifer Type throughout Channel",null,null,null,{"$f":"IF(C20=D24,1,\nIF(C20=D25,0.6,\nIF(C20=D26,0.4,\nIF(C20=D27,0.1,\nIF(C20=D28,0.01,\"\")))))","v":""}]
[]
[null,"Table 1: Site specific Discount Factors for Adjusting the Denitrification Rate (Parola et al, 2019)"]
[null,"Baseflow Type","Floodplain Height","Aquifer Type"]
[null,"Perennial baseflow","0.00 - 0.75 ft","cobbly gravel, gravel, gravelly sand, sand and peat"]
[null,"Baseflow in all but late summer/fall","0.76 ft - 1.00 ft","gravelly silt, silty sand, or loamy sand, sandy loam, and organic silt with no coarse material layer connected to the streambed"]
[null,"Baseflow in winter/spring","1.01 ft - 1.25 ft","clayey gravel, sandy silt, or sandy clay loam, loam, silt loam, and silt with no coarse material layer connected to the streambed"]
[null,"Baseflow only during wet seasons","1.26 ft - 1.50 ft ","sandy clay, clay loam, silty clay loam, organic clay with no coarse material layer connected to the streambed"]
[null,"Flow only during runoff events",">1.50 ft ","silty clay and clay with no coarse material layer connected to the streambed"]
[null,"Note: Adapted from Table 10 of the Consensus Recommendations to Improve Protocols 2 and 3 for Defining Stream Restoration Pollutant Removal Credits"]
[]
["Floodplain",{"$f":"IFERROR(B10*E17*E18*E19,0)","v":0},"lbs NO3/yr"]
["Channel",{"$f":"IFERROR(B11*E17*E18*E20,0)","v":0},"lbs NO3/yr"]
[]
["Step 4"]
["Calculate the total nitrate removed."]
["Total TN removed",{"$f":"SUM(B31:B32)","v":0},"lbs NO3/yr"]
["Note: If the pre-restoration floodplain area includes existing wetlands or areas that are within 18” of the low flow water elevation, practitioners and reviewers should check to ensure that the project meets the qualifying condition that the stream is highly degraded and actively degrading. If the qualifying conditions are met, the Protocol should be run on both the pre- and post-restoration conditions, and credit is earned for the difference."]

{"sheet":"Protocol 3","index":7,"n_rows":34,"n_cols":7,"rows_kept":34,"cut":false,"hidden":false,"merged":[[33,0,33,8],[0,0,0,12],[22,1,22,2],[25,1,25,2],[24,1,24,2],[23,1,23,2],[10,1,10,2],[13,1,13,2],[12,1,12,2],[11,1,11,2],[4,4,4,5],[9,0,9,12],[5,4,5,5],[31,1,31,2],[32,1,32,2],[28,0,28,12],[5,0,5,3],[4,0,4,3],[6,0,6,11],[29,1,29,2],[30,1,30,2],[14,0,14,7],[20,0,20,1],[19,0,19,1],[18,0,18,1],[20,2,20,3],[19,2,19,3],[18,2,18,3]]}
["Protocol 3: Credit for Floodplain Reconnection Volume"]
["Please populate the blue cells in this sheet with applicable project data. "]
["Step 1"]
["Estimate the floodplain connection volume in the available floodplain area."]
["Floodplain Connection Volume",null,null,null,null,null,"watershed inches"]
["Rainfall Depth Required to Access the Floodplain",null,null,null,null,null,"in"]
["Note: Credit only applies to the additional runoff volume diverted to the floodplain beyond what existed prior to restoration up to 1.0 ft."]
[]
["Step 2"]
["Estimate the nitrogen and phosphorus removal rate attributable to floodplain reconnection for the floodplain connection volume achieved"]
["Pollutant","Removal Rate, %"]
["TN",{"$f":"IFERROR(VLOOKUP($E$6,'P3 Curve Eqns'!$K$4:$N$10,2,0),0)","v":0}]
["TP",{"$f":"IFERROR(VLOOKUP($E$6,'P3 Curve Eqns'!$K$4:$N$10,3,0),0)","v":0}]
["TSS",{"$f":"IFERROR(VLOOKUP($E$6,'P3 Curve Eqns'!$K$4:$N$10,4,0),0)","v":0}]
["Note: Removal rates can be estimated using the curves in Figures 3-5 in the Expert Panel report"]
[]
["Step 3"]
["Compute the annual N, P, and TSS load delivered to the project."]
["Watershed Area",null,null,null,"ac"]
["Impervious Cover ",null,null,null,"%"]
["Pervious Cover",null,null,null,"%"]
[]
["Pollutant","Load, lbs/yr"]
["TN",{"$f":"IFERROR(((($C$20/100)*$C$19)*VLOOKUP('Stream Rest. Credit Calculator'!B33&'Stream Rest. Credit Calculator'!C42,lookup!$A$3:$I$203,4,0)+((($C$21/100)*$C$19)*VLOOKUP('Stream Rest. Credit Calculator'!B33&'Stream Rest. Credit Calculator'!C42,lookup!$A$3:$I$203,7,0))),0)","v":0}]
["TP",{"$f":"IFERROR(((($C$20/100)*$C$19)*VLOOKUP('Stream Rest. Credit Calculator'!B33&'Stream Rest. Credit Calculator'!C42,lookup!$A$3:$I$203,5,0)+((($C$21/100)*$C$19)*VLOOKUP('Stream Rest. Credit Calculator'!B33&'Stream Rest. Credit Calculator'!C42,lookup!$A$3:$I$203,8,0))),0)","v":0}]
["TSS",{"$f":"IFERROR(((($C$20/100)*$C$19)*VLOOKUP('Stream Rest. Credit Calculator'!B33&'Stream Rest. Credit Calculator'!C42,lookup!$A$3:$I$203,6,0)+((($C$21/100)*$C$19)*VLOOKUP('Stream Rest. Credit Calculator'!B33&'Stream Rest. Credit Calculator'!C42,lookup!$A$3:$I$203,9,0))),0)","v":0}]
[]
["Step 4"]
["Multiply the pollutant load by the project removal rate to define the reduction credit."]
["Pollutant","Load Reduction, lbs/yr"]
["TN",{"$f":"B24*(B12/100)","v":0}]
["TP",{"$f":"B25*(B13/100)","v":0}]
["TSS",{"$f":"B26*(B14/100)","v":0}]
["Note: If the wetland to watershed ratio is less than 1%, the removal rates should be adjusted accordingly. "]

{"sheet":"Protocol 3 Revised","index":8,"n_rows":53,"n_cols":7,"rows_kept":53,"cut":false,"hidden":false,"merged":[[35,0,35,12],[46,4,46,6],[50,4,50,6],[46,0,46,1],[47,0,47,1],[49,0,49,1],[48,0,48,1],[21,0,21,12],[9,0,9,12],[0,0,0,12],[44,0,45,10],[36,0,36,1],[26,0,26,2],[24,0,24,2],[25,0,25,2],[23,0,23,2],[27,0,27,2],[28,0,28,2],[29,0,29,2],[38,0,38,2],[38,4,38,6],[30,0,30,2],[32,0,32,2]]}
["Protocol 3: Credit for Floodplain Reconnection Volume Revised"]
["Please populate the blue cells in this sheet with applicable project data. "]
["Step 1"]
["Determine the treatment depth in the FTZ."]
["Avg Flow Velocity",null,"ft/s"]
["Treatment Depth",null,"ft"]
["Note: Treatment depth capped at 1ft in MD"]
[]
["Step 2"]
["Identify the channel flow, floodplain flow at the treatment depth in the FTZ, and the mean baseflow."]
["Channel Flow",null,"cfs"]
["Floodplain Flow",null,"cfs"]
["Mean Baseflow",null,"cfs"]
[]
[]
["Step 3"]
["Develop an appropriate flow duration curve from comparable USGS gauge station for existing and proposed conditions."]
["USGS gauge station"]
["Please submit flow duration curves as supporting documentation."]
[]
["Step 4"]
["Determine the treatable flow using a flow duration curve."]
[null,null,null,"Existing Conditions","Proposed Conditions"]
["Total Flow (Q)"]
["Channel Flow, Q (channel)"]
["Flow over Treatment Depth, Q (treatment depth)"]
["Baseflow, Q (baseflow)"]
["Area under curve between Q (treatment depth) and Q (channel)"]
["Total area under curve above Q (baseflow)"]
["Treatable Flow",null,null,{"$f":"D24-D25-D26+D27","v":0},{"$f":"E24-E25-E26+E27","v":0}]
["% Flow Treated",null,null,{"$f":"IFERROR(D28/D29,0)","v":0},{"$f":"IFERROR(E28/E29,0)","v":0}]
[]
["Treatable Flow as a result of project improvements",null,null,{"$f":"IFERROR(E31-D31,\"\")","v":0}]
[]
["Step 5"]
["Determine the load delivered to the project site."]
["Linear Miles Upstream of Project Reach"]
[]
["Load Delivered to Site (lbs)",null,null,null,"Treatable Load (lbs)"]
["TN","TP","TSS",null,"TN","TP","TSS"]
[{"$f":"IFERROR(C37*VLOOKUP('Stream Rest. Credit Calculator'!C43,lookup!K3:N508,2,FALSE),\"\")","v":""},{"$f":"IFERROR(C37*VLOOKUP('Stream Rest. Credit Calculator'!C43,lookup!K3:N508,3,FALSE),\"\")","v":""},{"$f":"IFERROR(C37*VLOOKUP('Stream Rest. Credit Calculator'!C43,lookup!K3:N508,4,FALSE),\"\")","v":""},null,{"$f":"IFERROR(A41*$D$33,\"\")","v":""},{"$f":"IFERROR(B41*$D$33,\"\")","v":""},{"$f":"IFERROR(C41*$D$33,\"\")","v":""}]
[]
[]
["Step 6"]
["Choose the predominant floodplain wetland category(s) present at the site as defined in Table 14 of the Consensus Recommendations to Improve Protocols 2 and 3 for Defining Stream Restoration Pollutant Removal Credits to apply the appropriate Wetland Pollutant Removal Efficiencies. "]
[]
["Wetland BMP Category",null,"Percentage",null,"Weighted Wetland Removal Efficiencies"]
["NTW Restoration",null,null,null,"TN","TP","TSS"]
["NTW Creation",null,null,null,{"$f":"((42*C48)+(30*C49)+(16*C50))/100","v":0},{"$f":"((40*C48)+(33*C49)+(22*C50))/100","v":0},{"$f":"((31*C48)+(27*C49)+(19*C50))/100","v":0}]
["NTW Rehabilitation"]
[null,null,null,null,"Load Removed (lbs/yr)"]
[null,null,null,null,"TN","TP","TSS"]
[null,null,null,null,{"$f":"IFERROR(E41*E49,0)","v":0},{"$f":"IFERROR(F41*F49,0)","v":0},{"$f":"IFERROR(G41*G49,0)","v":0}]

{"sheet":"Protocol 4","index":9,"n_rows":25,"n_cols":6,"rows_kept":25,"cut":false,"hidden":false,"merged":[[13,0,13,12],[5,0,5,12],[2,0,3,12],[6,0,6,2],[6,3,6,4],[7,0,7,2],[7,3,7,4],[12,0,12,12],[8,3,8,4],[8,0,8,2],[22,1,22,2],[0,0,0,12],[20,0,20,12],[24,3,24,4],[23,3,23,4],[22,3,22,4],[21,3,21,4],[21,1,21,2],[24,1,24,2],[23,1,23,2],[9,0,9,2],[9,3,9,4],[14,1,14,2],[17,1,17,2],[16,1,16,2],[15,1,15,2]]}
["Protocol 4: Credit for Dry Channel RSC as an Upland Stormwater Retrofit"]
["Please populate the blue cells in this sheet with applicable project data. "]
["Note: Dry channel RSC systems are classified as an upland stormwater retrofit. Use the protocols developed by the Urban Stormwater Retorfit Expert Panel to derive the specific nutrient and sediment removal rates. "]
[]
["Step 1"]
["Determine the runoff volume treated. "]
["Retrofit Storage (RS) Volume",null,null,null,null,"acre-feet"]
["Impervious Area",null,null,null,null,"%"]
["Drainage Area",null,null,null,null,"acres"]
["Runoff Volume Treated",null,null,{"$f":"IFERROR((D7*12)/((D8/100)*D9),0)","v":0},null,"in"]
[]
["Step 2"]
["Use the retrofit removal adjustor curves in the Urban Stormwater Retrofit Expert Panel to determine pollutant removal rate. "]
["Note: Dry channel RSC systems are classified as RR practices. Determine pollutant removal rate using RR curve. "]
["Pollutant","Removal Rate"]
["TN",{"$f":"IF(D10<>0,(0.0308*D10^5)-(0.2562*D10^4)+(0.8634*D10^3)-(1.5285*D10^2)+(1.501*D10)-0.013,\"\")","v":""}]
["TP",{"$f":"IF(D10<>0,(0.0304*D10^5)-(0.2619*D10^4)+(0.9161*D10^3)-(1.6837*D10^2)+(1.7072*D10)-0.0091,\"\")","v":""}]
["TSS",{"$f":"IF(D10<>0,(0.0326*D10^5)-(0.2806*D10^4)+(0.9816*D10^3)-(1.8039*D10^2)+(1.8292*D10)-0.0098,\"\")","v":""}]
[]
["Step 3"]
["Determine pollutant removal credit."]
["Pollutant","Upland Load, lbs/yr",null,"Load Reduction, lbs/yr"]
["TN",null,null,{"$f":"IFERROR(B23*(B16/100),0)","v":0}]
["TP",null,null,{"$f":"IFERROR(B24*(B17/100),0)","v":0}]
["TSS",null,null,{"$f":"IFERROR(B25*(B18/100),0)","v":0}]

{"sheet":"Protocol 5","index":10,"n_rows":58,"n_cols":13,"rows_kept":58,"cut":false,"hidden":false,"merged":[[56,0,56,1],[56,2,56,3],[57,0,58,5],[49,4,49,5],[48,4,48,5],[55,4,55,5],[56,4,56,5],[55,0,55,1],[55,2,55,3],[43,0,43,2],[43,3,43,5],[48,0,48,3],[49,0,49,3],[54,4,54,5],[50,0,50,3],[50,4,50,5],[54,0,54,1],[54,2,54,3],[34,0,34,5],[36,0,36,5],[37,3,38,5],[20,3,20,5],[24,0,24,2],[23,0,23,2],[24,3,24,5],[23,3,23,5],[35,3,35,5],[35,0,35,2],[33,0,33,2],[32,0,32,3],[31,0,31,3],[30,0,30,3],[29,0,29,3],[28,0,28,3],[39,3,39,5],[37,0,37,2],[4,4,4,5],[7,0,8,3],[12,0,12,3],[9,0,9,3],[17,3,17,5],[17,0,17,2],[10,0,10,3],[11,0,11,3],[18,0,18,2],[22,0,22,2],[33,3,33,5],[20,0,20,2],[19,0,19,2],[19,3,19,5],[0,0,0,12],[3,0,3,12],[7,4,7,6],[4,0,4,3],[7,7,8,7],[5,0,5,3],[5,4,5,5],[19,10,19,11],[18,7,18,9],[18,10,18,11],[15,7,16,12],[22,3,22,5],[18,3,18,5],[16,0,16,5],[21,0,21,5],[27,0,27,3],[26,0,26,3],[32,4,32,5],[31,4,31,5],[30,4,30,5],[29,4,29,5],[28,4,28,5],[27,4,27,5],[26,4,26,5]]}
["Protocol 5: Alternative Prevented Sediment for Outfalls"]
["Please populate the blue cells in this sheet with applicable project data. "]
["Step 1"]
["Define the existing channel conditions. Measurements must be collected from the existing headwater channel."]
["Length of Proposed Project Reach",null,null,null,null,null,"ft"]
["Representative Bulk Density Sample ",null,null,null,null,null,"lb/ft3"]
[]
["Measurement",null,null,null,"Cross-Section",null,null,"Average"]
[null,null,null,null,1,2,3]
["Channel Slope",null,null,null,null,null,null,{"$f":"IFERROR(AVERAGE(E10:G10),0)","v":0},"ft/ft"]
["Bank Height",null,null,null,null,null,null,{"$f":"IFERROR(AVERAGE(E11:G11),0)","v":0},"ft"]
["Bottom Width",null,null,null,null,null,null,0,"ft"]
["Top Width",null,null,null,null,null,null,0,"ft"]
[]
["Step 2"]
["Define the equilibrium channel conditions.",null,null,null,null,null,null,"**If no pipe outfall or other defining infrastructure is present upstream, choose \"Other\" and fill in the cells below:"]
["Base Level Control:"]
["Type Upstream"]
["Type Downstream",null,null,null,null,null,null,"Drainage Area",null,null,null,null,"acres"]
["Upstream Limit",null,null,null,null,null,"ft","Max upstream channel length ",null,null,{"$f":"153*(K19^0.6)","v":0},null,"ft"]
["Downstream Limit",null,null,null,null,null,"ft"]
["Equilibrium Bed Slope:"]
["Project Site Bed Conditions"]
["Drainage Area",null,null,null,null,null,"km2"]
["Mean Flow Depth",null,null,null,null,null,"ft"]
["*If project site bed is coarser than sand, input the following variables to calculate the equilibrium bed slope:"]
["Ɵc, Shields parameter"]
["Dc, critical bed parameter",null,null,null,null,null,"ft"]
["q, channel forming discharge per unit width",null,null,null,null,null,"ft2/s"]
["n, Manning's roughness coefficient"]
["Dm, mean grain size",null,null,null,null,null,"mm"]
["Qd, design discharge",null,null,null,null,null,"ft3/s"]
["D50, median grain size",null,null,null,null,null,"ft"]
["Equilibrium Bed Slope",null,null,{"$f":"IFERROR(IF(D23=\"Cohesive Bed\",(0.0028*D24^(-0.33)),IF(D23=\"Sand and Fine Gravel\",(0.06/(D25*62.43)),IF(D23=\"Beds Coarser than Sand\",AVERAGE(((E27*E28*1.65)^(10/7))*((1.486/(E29*E30))^(6/7)),60.1*((E33^(10/7))*(E30^(9/7)))/((E28^(5/14))*(E29^(6/7))),0.00174*((E31/E29)^(3/4)),0.44*(E32^-0.46)*(E33^1.15)),0))),0)","v":0},null,null,{"$f":"IF(D23=\"Cohesive Bed\",\"m/m\",IF(D23=\"Sand and Fine Gravel\",\"ft/ft\",IF(D23=\"Beds Coarser than Sand\",\"ft/ft\",0)))","v":0}]
["Equilibrium Bank Slope:"]
["Equilibrium Bank Slope",null,null,1.76,null,null,"Use conservative estimate of bank slope in expert panel or justify another measurement. "]
["Future Bottom Width:"]
["Cross-Section",null,null,"Average Bottom Width"]
[1,2,3]
[null,null,null,{"$f":"IFERROR(AVERAGE(A40,B40,C40),0)","v":0}]
[]
["Step 3"]
["Calculate total volume of prevented sediment erosion. ",null,null,null,null,"**This step is completed using 3D surface modeling programs."]
["Total Prevented Sediment",null,null,null,null,null,"ft3"]
[]
[" "]
["Step 4"]
["Convert total sediment volume to annual prevented sediment load."]
["Project Efficiency",null,null,null,50,null,"%, Justify enhanced efficiency with monitoring data or assume 50%"]
["Annual Volume of Prevented Sediment",null,null,null,{"$f":"(E49/100)*(D44/30)","v":0},null,"ft3"]
["Annual Prevented Sediment Load",null,null,null,{"$f":"(E50*E6)/2000","v":0},null,"tons"]
[]
["Step 5"]
["Determine annual prevented nutrient loads."]
["Nutrient",null," lbs/ton sediment",null,"Load Reduction, lbs/yr"]
["Nitrogen",null,null,null,{"$f":"E51*C56","v":0}]
["Phosphorus",null,null,null,{"$f":"E51*C57","v":0}]
["Because of the high variability, samples from the project reach should be collected and\nanalyzed for TN and TP concentrations."]