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21-104414-TIR Report-12-6-2021-V2T ERRAF ORMA DESIGN GROUP CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5027 51st Avenue SW, Seattle, WA 98136 phone 206.795.9023 website www.terraformadesigngroup.com PRELIMINARY TECHNICAL INFORMATION REPORT _________________________________________________________________ TACO BELL – FEDERAL WAY LOCATION: 31533 Pacific Highway South Federal Way, WA 98003 ISSUE DATE: August 24, 2021 PREPARED FOR: Northwest Restaurants Inc. 18815 139th Avenue NE, Suite C Woodinville, WA 98072 PREPARED BY: Terraforma Design Group, Inc. 5027 51st Avenue SW Seattle, WA 98136 TDG No. 20023 8/24/2021 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. TABLE OF CONTENTS I. Project Overview 1 II. Conditions and Requirements Summary 14 III. Off-Site Analysis 17 IV. Flow Control and Water Quality Facility Design 20 V. Conveyance System Design 24 VI. Special Reports & Studies 24 VII. Other Permits 24 VIII. Erosion/Sedimentation Control Design 24 IX. Bond Quantities, Facilities Summaries, 24 and Declaration of Covenant X. Operation and Maintenance Manual 27 APPENDIX A - OPERATION AND MAINTENANCE MANUAL APPENDIX B - WWHM OUTPUT APPENDIX C – GEOTECHNICAL REPORT APPENDIX D – DRAINAGE PLANS TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. I. PROJECT OVERVIEW Northwest Restaurants Inc. proposes a new 2240 sf +/- restaurant with drive-thru within the existing Pavilions Centre shopping center. The site is located in front of the Jo-Ann Fabrics store within King County parcel # 0821049174. The permitting jurisdiction is the City of Federal Way. This Preliminary Technical Information Report has been submitted with our Process II land use application for City of Federal Way approval. The proposed project will require final construction permits with the City of Federal Way. The drainage design shall comply with the City of Federal Way 2017 Addendum to the 2016 King County Surface Water Design Manual. The site is fronted along Pacific Highway South to the east, South 316th Street to the south, Jo-Ann Fabric store and parking to the west and the remaining shopping center to the north. The existing Pavilions Centre was developed around 1995 with the existing Jo-Ann Fabrics along the west side of the site and the parking on the east side. The site slopes at approximately 2% to the southeast corner. Catch basins and storm drains collect drainage from building, parking and adjacent roadway frontage. An onsite coalescing plate oil / water separator provides runoff treatment / oil control. There are no onsite storm detention facilities. The site is not within the FEMA floodplain. There are no wetlands onsite or in the immediate vicinity. Site improvements will include construction of the new Taco Bell restaurant and associated paving, grading, utilities and landscaping. Roadway improvements will be necessary along South 316th Street. Full Drainage Review will be required. The property is within a Conservation Flow Control Area as well as an Enhanced Basic Water Quality Area. To meet these requirements, a detention vault and Filterra treatment vaults are proposed. No Flow Control BMP’s are proposed as the existing glacial till soils are not conducive to onsite runoff retention. Page 1 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. Page 2 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. VICINITY MAP 31533 Pacific Highway South, Federal Way, WA 98003 SE ¼ OF SEC. 8, T21N, R4E, W.M., KING COUNTY. Page 3 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. SITE AERIAL Page 4 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. STORMWATER DATA Project Name:TACO BELL - FEDERAL WAY Project Number:20023 DRAINAGE CRITERIA:CITY OF FEDERAL WAY RAINFALL METHOD:WWHM Step 1) Development Area Site Data 1) General characteristics: Basin Development Area Soil type glacial till Development type commercial Soil Group C/D Size (ac.) 0.65 Existing surface shopping center Detention/Retention Basic Predev Cover Existing Treatment Criteria Enhanced Oil Control Yes 2) Existing Conditions: Landscape 13407 sf = 0.31 acres Roof 43506 sf = 1.00 acres Paving 93171 sf = 2.14 acres Total 150084 sf = 3.45 acres Existing Impervious Area %: 91% 3) Developed onsite Work Area characteristics: Landscape 6961 sf = 0.16 acres Roof 2240 sf = 0.05 acres Paving 19088 sf = 0.44 acres Total 28289 sf = 0.65 acres Step 2) Site Discharges from Work Area DISCHARGE RATE (cfs) * assumes existing = Forested Predeveloped Proposed Q2yr= 0.019 0.197 Q10yr= 0.036 0.291 Q50yr= 0.047 0.379 Q100yr= 0.050 0.419 Step 3) Core Requirement #3 - Flow Control Criteria 1. Conservation Flow Control: match historic durations for 50 % of 2-yr through 50-yr peaks AND match historic 2- and 10-yr peaks. Basic Exemption? --> No since greater than 5000 sf of New + R eplaced Impervious. Threshold Discharge Area Flowrate Exemption if Increase < 0.15 cfs ---> No Page 5 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. Page 6 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. Page 7 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. Page 8 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. Page 9 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. Page 10 SOUTH 316TH STREETSOUTH 316TH STREETPACIFIC HIGHWAY SOUTH JO-ANN FABRICSEXISTING CONDITIONSAlsc= 0.31 acAroof=1.00 acApav=2.14 acAtotal=3.45 acTACO BELLDRAINAGE BASIN MAPPage 11 [ENDEAVOR 2.0]FF= 441.00UPSTREAM PARKING LOT FLOW AREAINTO THRESHOLD DISCHARGE AREAAlsc= 0.10 acApav=1.70 acWORK AREAAlsc= 0.16 acAroof=0.05 acApav=0.44 acSOUTH 316TH STREETPACIFIC HIGHWAY SOUTH JO-ANN FABRICS(bypasses new detention)TACO BELLDRAINAGE BASIN MAPPage 12 SOUTH 316TH STREETPACIFIC HIGHWAY S[ENDEAVOR 2.0]FF= 441.00BASIN #1Alsc= 0.04 acApav=0.86 acBASIN #2Alsc= 0.22 acApav=1.28 acFILTERRAFILTERRASOUTH 316TH STREETPACIFIC HIGHWAY SOUTH JO-ANN FABRICS TACO BELLDRAINAGE BASIN MAPPage 13 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. II. CONDITIONS AND REQUIREMENTS SUMMARY This Technical Information Report provides review of the 8 core and 5 special requirements of the 2016 King County Drainage Manual, including a Level 1 downstream analysis. Core Requirement #1 - Discharge at the Natural Location The existing site drains to the southeast corner of the property at a slope of 2%. The site is a part of the 18 acre Pavilions Centre shopping center. Runoff from the buildings, parking lots and roadway frontage are collected via catch basins and storm drains and continue southward offsite to the existing shopping center south of South 316th Street. The proposed project will not alter the existing discharge location. We will replace the existing catch basin at the lowpoint of the parking lot with several catch basins. We will continue to discharge to the existing shopping center trunkline. Core Requirement #2 - Off-site Analysis The site discharges southward through South 316th Street and continues through the existing retail property to the south. See Section 3 for additional information. Core Requirement #3 - Flow Control The site lies within a Conservation Flow Control. The proposed New + Replaced Impervious Surface areas and flowrates exceed all available exemptions. Flow control measures will be required to match durations for 50% of the 2-yr through 50-yr peaks and match historic 2- and 10-yr peaks. An underground detention vault is proposed to meet the flow control requirements. Since we are also providing runoff treatment and oil control for the existing parking lot, the upstream drainage will be routed through our detention vault. For modeling purposes, the upstream drainage will be added to our Threshold Discharge Area and resulting allowable discharge rates (based on it’s existing condition). Core Requirement #4 - Conveyance System The storm drainage system will be designed to accommodate the 25yr/24hr storm event. Core Requirement #5 - Erosion and Sediment Control Erosion and Sedimentation Control measures will be provided during construction to prevent silt-laden runoff from discharging off-site. A construction Stormwater Pollution Prevention Plan will be provided with the formal sitework permit submittal. See Section 8 of this TIR. Page 14 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. Core Requirement #6 - Maintenance and Operations An Operations and Maintenance Manual for Storm Drainage Facilities will be provided to the property owner use after site construction. See Section 10 of this TIR. Core Requirement #7 - Financial Guarantees and Liability See Section 9 of this TIR. Core Requirement #8 - Water Quality Oil Control and Enhanced Treatment will be required for the proposed Taco Bell restaurant; Filterra vaults are intended to meet this requirement. Core Requirement #9 – Flow Control BMP’s All proposed projects, including redevelopment projects, must provide onsite flow control BMPs to mitigate the impacts of storm and surface water runoff generated by new impervious surface, new pervious surface, existing impervious surfaces, and replaced impervious surface targeted for mitigation as specified in the following sections. Flow control BMPs must be selected and applied according to the basic requirements, procedures, and provisions. Soils at this property are mapped by the Natural Resources Conservation Service as Arents, Alderwood Material, 0 to 6% slopes. These soils are characterized as gravelly sandy loam with a densic layer at 20 to 40 inches below grade and depth to water table at 16 to 36 inches below grade. These soils are considered to be glacial till. Infiltration within these soils is not likely due to their glacial till characteristics. Flow Control BMP’s feasibility was reviewed for the project. The following BMP’s were reviewed in the order of retention effectiveness for both the pollution generating hard surfaces and roof areas. We continued down the list until a feasible BMP could be achieved. Full Dispersion Not Feasible, we do not have 100 lf of vegetated flow path Full Infiltration Not Feasible, the existing Till soils do not have adequate perc rates Limited Infiltration Not Feasible, the existing Till soils do not have adequate perc rates Basic Dispersion Not Feasible, we do not have 25 lf of vegetated flow path Farmland Dispersion Not Feasible for the urban use Bioretention Not Feasible due to the Oil Control requirement Permeable Pavement None proposed, considering the low infiltration rate and Oil Control requirement Æ permeable pavement is not proposed. Rainwater Harvesting None proposed Reduced Impervious Surface Credit None Proposed Page 15 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. Native Growth Retention Credit None Proposed Perforated Pipe Connection None Proposed, considering the low infiltration rate of the existing till soils, roof drain perforated pipe connections are not proposed. Special Requirement #1 - Other Adopted Area Specific Requirements We do not know of any area specific requirements for our immediate vicinity. Special Requirement #2 - Floodplain/Floodway Delineation Not applicable. Site is not within a floodplain or floodway. Special Requirement #3 - Flood Protection Facilities Not applicable. Site is not within a floodplain or floodway. Special Requirement #4 - Source Control The proposed trash enclosure will include a roof. An area drain inside this trash enclosure will discharge to the sanitary sewer system. See Section 10 of this TIR. Special Requirement #5 - Oil Control The proposed fast food restaurant will classify as a “High Use”. The Oil Control drainage requirement will be met through the use of Filterra Vaults. Since customers will use the existing parking lot to access the Taco Bell, the parking lot drainage will be redirected to flow through a Filterra treatment vault. Page 16 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. III. OFF-SITE ANALYSIS The site is a part of the 18 acre Pavilions Centre shopping center. Runoff from the buildings, parking lots and roadway frontage are collected via catch basins and a 36-inch storm drain which extends southward across South 316th Street into parcel # 0821049264. The main turns eastward and then southward and eastward again within the private parcel before exiting into an existing catch basin in Pacific Highway South. Drainage then continues southward within Pacific Highway South past South 320th Street. The site is part of the Hylebos Creek drainage basin of the Puyallup River watershed. See attached Downstream Drainage Map and Offsite Analysis Drainage System Table. Page 17 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. DOWNSTREAM DRAINAGE MAP Page 18 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. Page 19 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. IV. FLOW CONTROL AND WATER QUALITY FACILITY DESIGN Full Drainage Review will be required. The property is within a Conservation Flow Control Area as well as an Enhanced Basic Water Quality Area. Flow Control The site lies within a Conservation Flow Control. The proposed New + Replaced Impervious Surface areas and flowrates exceed all available exemptions. Flow control measures will be required to match durations for 50% of the 2-yr through 50-yr peaks and match historic 2- and 10-yr peaks. An underground detention vault is proposed to meet the flow control requirements. Since we are also providing runoff treatment and oil control for the existing parking lot, the upstream drainage will be routed through our detention vault. For modeling purposes, the upstream drainage will be added to our Threshold Discharge Area and resulting allowable discharge rates (based on its existing condition). See attached calculations. Runoff Treatment and Oil Control Oil Control and Enhanced Basic Water Quality Treatment will be required for the proposed Taco Bell restaurant. Filterra vaults are proposed to meet this requirement. Two Filterra vaults are proposed to collect the proposed new Taco Bell parking & drive-aisles as well as the existing parking lot to remain. The treatment vaults will be sized to treat up to the 91% design storm event. See attached calculations. See Appendix B for the WWHM output. Page 20 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. FLOW CONTROL DESIGN Project Name:TACO BELL - FEDERAL WAY Project Number:20023 DRAINAGE CRITERIA:CITY OF FEDERAL WAY RAINFALL METHOD:WWHM Step 4) Taco Bell Development Area & Existing Parking Lot The existing shopping center drains to an existing catch basin at the SE corner of the property. The development will include regrading and relocation of drainage inlet locations. Since it is difficult to separate the existing parking lot drai nage from the New / Replaced Taco Bell runoff, we will analyze the existing and new parking area, Taco Bell roof area and tributary onsite planters areas as one Threshold Discharge Area. PREDEVELOPED BASINS 1) Upstream Existing Parking Lot Landscape 4573 sf = 0.10 acres Paving 73966 sf = 1.70 acres Total 78539 sf = 1.80 acres 2) Onsite Development Area - Predeveloped Conditions: Forested, Till, Flat 28289 sf = 0.65 acres DEVELOPED BASINS 1) Upstream Existing Parking Lot Landscape 4573 sf = 0.10 acres Paving 73966 sf = 1.70 acres Total 78539 sf = 1.80 acres 3) Onsite Development Area - Developed Conditions: Forested, Till, Flat 6961 sf = 0.16 acres Roof 2240 sf = 0.05 acres Paving 19088 sf = 0.44 acres Total 28289 sf = 0.65 acres Step 5) Developed stormwater discharge criteria 1. Conservation Flow Control: match historic durations for 50% of 2-yr through 50-yr peaks AND match historic 2- and 10-yr peaks. PROPOSED UNDERGROUND DETENTION VAULT Page 21 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. Page 22 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. Page 23 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. V. CONVEYANCE SYSTEMS ANALYSIS AND DESIGN The storm drainage system is designed to accommodate the 25yr/24hr storm event. VI. SPECIAL REPORTS AND STUDIES A geotechnical report will be provided with the sitework permit submittal. VII. OTHER PERMITS None. VIII. EROSION/SEDIMENTATION CONTROL DESIGN Erosion Control BMP’s will consist of a rock construction entrance, silt fencing, sediment pond, straw wattles and soil stabilization measures. Additional erosion control measures will be required as necessary to ensure that sediment-laden runoff is not discharged to adjacent properties. A detailed Erosion Control Plan will be provided with the sitework permit submittal. IX. BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT Bond Quantities Worksheet will be provided upon request. Facility Summaries attached. Declaration of Covenants will be provided upon request. Page 24 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. Page 25 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. Page 26 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. X. OPERATIONS AND MAINTENANCE MANUAL An Operations and Maintenance Manual for the proposed stormwater facilities will be included with the final sitework permit submittal. Page 27 TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. APPENDIX A - OPERATION & MAINTENANCE MANUAL Not Available. To be provided with the sitework permit application. TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. APPENDIX B - WWHM OUTPUT WWHM2012 PROJECT REPORT 20023-FEDWAY 8/21/2021 9:55:32 PM Page 2 General Model Information Project Name:20023-FEDWAY Site Name:Taco Bell Site Address:31533 Pacific Hwy S City:Federal Way Report Date:8/21/2021 Gage:Seatac Data Start:1948/10/01 00:00 Data End:2009/09/30 00:00 Timestep:15 Minute Precip Scale:1.000 Version Date:2019/09/13 Version:4.2.17 POC Thresholds Low Flow Threshold for POC1:50 Percent of the 2 Year High Flow Threshold for POC1:50 Year Low Flow Threshold for POC2:50 Percent of the 2 Year High Flow Threshold for POC2:50 Year Low Flow Threshold for POC3:50 Percent of the 2 Year High Flow Threshold for POC3:50 Year Low Flow Threshold for POC4:50 Percent of the 2 Year High Flow Threshold for POC4:50 Year 20023-FEDWAY 8/21/2021 9:55:32 PM Page 3 Landuse Basin Data Predeveloped Land Use Basin 1 Bypass:No GroundWater:No Pervious Land Use acre C, Forest, Flat 0.65 Pervious Total 0.65 Impervious Land Use acre Impervious Total 0 Basin Total 0.65 Element Flows To: Surface Interflow Groundwater 20023-FEDWAY 8/21/2021 9:55:32 PM Page 4 ONSITE-PRE Bypass:No GroundWater:No Pervious Land Use acre C, Forest, Flat 0.65 Pervious Total 0.65 Impervious Land Use acre Impervious Total 0 Basin Total 0.65 Element Flows To: Surface Interflow Groundwater 20023-FEDWAY 8/21/2021 9:55:32 PM Page 5 UPSTREAM-EX Bypass:No GroundWater:No Pervious Land Use acre C, Lawn, Flat 0.11 Pervious Total 0.11 Impervious Land Use acre PARKING FLAT 1.7 Impervious Total 1.7 Basin Total 1.81 Element Flows To: Surface Interflow Groundwater 20023-FEDWAY 8/21/2021 9:55:32 PM Page 6 Basin 4 Bypass:No GroundWater:No Pervious Land Use acre C, Forest, Flat 0.9 Pervious Total 0.9 Impervious Land Use acre Impervious Total 0 Basin Total 0.9 Element Flows To: Surface Interflow Groundwater 20023-FEDWAY 8/21/2021 9:55:32 PM Page 7 Basin 5 Bypass:No GroundWater:No Pervious Land Use acre C, Forest, Flat 1.55 Pervious Total 1.55 Impervious Land Use acre Impervious Total 0 Basin Total 1.55 Element Flows To: Surface Interflow Groundwater 20023-FEDWAY 8/21/2021 9:55:32 PM Page 8 Mitigated Land Use Basin 1 Bypass:No GroundWater:No Pervious Land Use acre C, Lawn, Flat 0.16 Pervious Total 0.16 Impervious Land Use acre ROOF TOPS FLAT 0.05 PARKING FLAT 0.44 Impervious Total 0.49 Basin Total 0.65 Element Flows To: Surface Interflow Groundwater 20023-FEDWAY 8/21/2021 9:55:32 PM Page 9 UPSTREAM-DEV Bypass:No GroundWater:No Pervious Land Use acre C, Lawn, Flat 0.11 Pervious Total 0.11 Impervious Land Use acre PARKING FLAT 1.7 Impervious Total 1.7 Basin Total 1.81 Element Flows To: Surface Interflow Groundwater Vault 1 Vault 1 20023-FEDWAY 8/21/2021 9:55:32 PM Page 10 ONSITE-DEV Bypass:No GroundWater:No Pervious Land Use acre C, Lawn, Flat 0.16 Pervious Total 0.16 Impervious Land Use acre ROOF TOPS FLAT 0.05 PARKING FLAT 0.44 Impervious Total 0.49 Basin Total 0.65 Element Flows To: Surface Interflow Groundwater Vault 1 Vault 1 20023-FEDWAY 8/21/2021 9:55:32 PM Page 11 Basin 4 Bypass:No GroundWater:No Pervious Land Use acre C, Lawn, Flat 0.04 Pervious Total 0.04 Impervious Land Use acre PARKING FLAT 0.86 Impervious Total 0.86 Basin Total 0.9 Element Flows To: Surface Interflow Groundwater 20023-FEDWAY 8/21/2021 9:55:32 PM Page 12 Basin 5 Bypass:No GroundWater:No Pervious Land Use acre C, Lawn, Flat 0.22 Pervious Total 0.22 Impervious Land Use acre PARKING FLAT 1.28 Impervious Total 1.28 Basin Total 1.5 Element Flows To: Surface Interflow Groundwater 20023-FEDWAY 8/21/2021 9:55:32 PM Page 13 Routing Elements Predeveloped Routing 20023-FEDWAY 8/21/2021 9:55:32 PM Page 14 Mitigated Routing Vault 1 Width:20 ft. Length:50 ft. Depth:6 ft. Discharge Structure Riser Height:5 ft. Riser Diameter:18 in. Notch Type:Rectangular Notch Width:0.044 ft. Notch Height:2.225 ft. Orifice 1 Diameter:2.708 in.Elevation:0 ft. Element Flows To: Outlet 1 Outlet 2 Vault Hydraulic Table Stage(feet)Area(ac.)Volume(ac-ft.)Discharge(cfs)Infilt(cfs) 0.0000 0.023 0.000 0.000 0.000 0.0667 0.023 0.001 0.051 0.000 0.1333 0.023 0.003 0.072 0.000 0.2000 0.023 0.004 0.089 0.000 0.2667 0.023 0.006 0.102 0.000 0.3333 0.023 0.007 0.114 0.000 0.4000 0.023 0.009 0.125 0.000 0.4667 0.023 0.010 0.135 0.000 0.5333 0.023 0.012 0.145 0.000 0.6000 0.023 0.013 0.154 0.000 0.6667 0.023 0.015 0.162 0.000 0.7333 0.023 0.016 0.170 0.000 0.8000 0.023 0.018 0.178 0.000 0.8667 0.023 0.019 0.185 0.000 0.9333 0.023 0.021 0.192 0.000 1.0000 0.023 0.023 0.199 0.000 1.0667 0.023 0.024 0.205 0.000 1.1333 0.023 0.026 0.211 0.000 1.2000 0.023 0.027 0.218 0.000 1.2667 0.023 0.029 0.224 0.000 1.3333 0.023 0.030 0.229 0.000 1.4000 0.023 0.032 0.235 0.000 1.4667 0.023 0.033 0.241 0.000 1.5333 0.023 0.035 0.246 0.000 1.6000 0.023 0.036 0.251 0.000 1.6667 0.023 0.038 0.256 0.000 1.7333 0.023 0.039 0.262 0.000 1.8000 0.023 0.041 0.267 0.000 1.8667 0.023 0.042 0.271 0.000 1.9333 0.023 0.044 0.276 0.000 2.0000 0.023 0.045 0.281 0.000 2.0667 0.023 0.047 0.286 0.000 2.1333 0.023 0.049 0.290 0.000 2.2000 0.023 0.050 0.295 0.000 2.2667 0.023 0.052 0.299 0.000 2.3333 0.023 0.053 0.304 0.000 2.4000 0.023 0.055 0.308 0.000 20023-FEDWAY 8/21/2021 9:55:32 PM Page 15 2.4667 0.023 0.056 0.312 0.000 2.5333 0.023 0.058 0.316 0.000 2.6000 0.023 0.059 0.320 0.000 2.6667 0.023 0.061 0.325 0.000 2.7333 0.023 0.062 0.329 0.000 2.8000 0.023 0.064 0.333 0.000 2.8667 0.023 0.065 0.340 0.000 2.9333 0.023 0.067 0.349 0.000 3.0000 0.023 0.068 0.359 0.000 3.0667 0.023 0.070 0.370 0.000 3.1333 0.023 0.071 0.381 0.000 3.2000 0.023 0.073 0.393 0.000 3.2667 0.023 0.075 0.405 0.000 3.3333 0.023 0.076 0.417 0.000 3.4000 0.023 0.078 0.430 0.000 3.4667 0.023 0.079 0.443 0.000 3.5333 0.023 0.081 0.456 0.000 3.6000 0.023 0.082 0.469 0.000 3.6667 0.023 0.084 0.482 0.000 3.7333 0.023 0.085 0.495 0.000 3.8000 0.023 0.087 0.509 0.000 3.8667 0.023 0.088 0.525 0.000 3.9333 0.023 0.090 0.540 0.000 4.0000 0.023 0.091 0.556 0.000 4.0667 0.023 0.093 0.573 0.000 4.1333 0.023 0.094 0.590 0.000 4.2000 0.023 0.096 0.671 0.000 4.2667 0.023 0.097 0.692 0.000 4.3333 0.023 0.099 0.715 0.000 4.4000 0.023 0.101 0.737 0.000 4.4667 0.023 0.102 0.761 0.000 4.5333 0.023 0.104 0.784 0.000 4.6000 0.023 0.105 0.808 0.000 4.6667 0.023 0.107 0.832 0.000 4.7333 0.023 0.108 0.857 0.000 4.8000 0.023 0.110 0.881 0.000 4.8667 0.023 0.111 0.907 0.000 4.9333 0.023 0.113 0.932 0.000 5.0000 0.023 0.114 0.958 0.000 5.0667 0.023 0.116 1.235 0.000 5.1333 0.023 0.117 1.735 0.000 5.2000 0.023 0.119 2.371 0.000 5.2667 0.023 0.120 3.094 0.000 5.3333 0.023 0.122 3.855 0.000 5.4000 0.023 0.124 4.608 0.000 5.4667 0.023 0.125 5.304 0.000 5.5333 0.023 0.127 5.905 0.000 5.6000 0.023 0.128 6.385 0.000 5.6667 0.023 0.130 6.741 0.000 5.7333 0.023 0.131 7.004 0.000 5.8000 0.023 0.133 7.331 0.000 5.8667 0.023 0.134 7.592 0.000 5.9333 0.023 0.136 7.844 0.000 6.0000 0.023 0.137 8.087 0.000 6.0667 0.023 0.139 8.322 0.000 6.1333 0.000 0.000 8.550 0.000 20023-FEDWAY 8/21/2021 9:55:32 PM Page 16 Analysis Results POC 1 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area:0.65 Total Impervious Area:0 Mitigated Landuse Totals for POC #1 Total Pervious Area:0.16 Total Impervious Area:0.49 Flow Frequency Method:Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.019111 5 year 0.030014 10 year 0.036193 25 year 0.042739 50 year 0.04679 100 year 0.050235 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.197038 5 year 0.252623 10 year 0.290825 25 year 0.340828 50 year 0.379402 100 year 0.41916 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.019 0.265 1950 0.023 0.265 1951 0.042 0.165 1952 0.013 0.136 1953 0.011 0.147 1954 0.016 0.161 1955 0.026 0.180 1956 0.021 0.177 1957 0.017 0.208 1958 0.019 0.161 20023-FEDWAY 8/21/2021 9:56:09 PM Page 17 1959 0.016 0.158 1960 0.028 0.171 1961 0.016 0.175 1962 0.010 0.147 1963 0.014 0.170 1964 0.018 0.160 1965 0.013 0.215 1966 0.012 0.138 1967 0.026 0.240 1968 0.016 0.273 1969 0.016 0.196 1970 0.013 0.184 1971 0.014 0.220 1972 0.031 0.240 1973 0.014 0.130 1974 0.015 0.204 1975 0.021 0.218 1976 0.015 0.158 1977 0.002 0.159 1978 0.013 0.196 1979 0.008 0.269 1980 0.030 0.271 1981 0.012 0.204 1982 0.023 0.295 1983 0.020 0.230 1984 0.013 0.149 1985 0.007 0.205 1986 0.033 0.173 1987 0.029 0.266 1988 0.012 0.158 1989 0.008 0.198 1990 0.061 0.393 1991 0.037 0.304 1992 0.014 0.147 1993 0.015 0.125 1994 0.005 0.132 1995 0.021 0.180 1996 0.045 0.204 1997 0.037 0.194 1998 0.008 0.187 1999 0.035 0.403 2000 0.015 0.196 2001 0.003 0.206 2002 0.016 0.261 2003 0.021 0.203 2004 0.027 0.374 2005 0.019 0.172 2006 0.023 0.154 2007 0.045 0.352 2008 0.059 0.298 2009 0.029 0.242 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.0613 0.4028 2 0.0587 0.3931 3 0.0455 0.3745 20023-FEDWAY 8/21/2021 9:56:09 PM Page 18 4 0.0448 0.3525 5 0.0421 0.3035 6 0.0374 0.2980 7 0.0369 0.2952 8 0.0351 0.2734 9 0.0331 0.2707 10 0.0313 0.2690 11 0.0297 0.2656 12 0.0293 0.2652 13 0.0288 0.2652 14 0.0285 0.2608 15 0.0267 0.2419 16 0.0263 0.2400 17 0.0260 0.2399 18 0.0234 0.2298 19 0.0228 0.2196 20 0.0226 0.2183 21 0.0212 0.2155 22 0.0209 0.2076 23 0.0209 0.2060 24 0.0207 0.2047 25 0.0205 0.2044 26 0.0192 0.2036 27 0.0190 0.2035 28 0.0188 0.2027 29 0.0181 0.1977 30 0.0169 0.1963 31 0.0165 0.1963 32 0.0163 0.1959 33 0.0162 0.1944 34 0.0162 0.1865 35 0.0161 0.1840 36 0.0159 0.1803 37 0.0155 0.1796 38 0.0151 0.1774 39 0.0148 0.1754 40 0.0148 0.1731 41 0.0142 0.1718 42 0.0142 0.1708 43 0.0140 0.1699 44 0.0137 0.1652 45 0.0133 0.1608 46 0.0133 0.1605 47 0.0131 0.1595 48 0.0129 0.1592 49 0.0126 0.1584 50 0.0124 0.1581 51 0.0119 0.1575 52 0.0116 0.1539 53 0.0107 0.1489 54 0.0100 0.1475 55 0.0085 0.1472 56 0.0080 0.1465 57 0.0075 0.1381 58 0.0075 0.1362 59 0.0050 0.1319 60 0.0027 0.1298 61 0.0018 0.1247 20023-FEDWAY 8/21/2021 9:56:09 PM Page 19 20023-FEDWAY 8/21/2021 9:56:09 PM Page 20 Duration Flows Flow(cfs)Predev Mit Percentage Pass/Fail 0.0096 17547 118900 677 Fail 0.0099 16161 115606 715 Fail 0.0103 14983 112462 750 Fail 0.0107 13858 109446 789 Fail 0.0111 12831 106602 830 Fail 0.0114 11817 103821 878 Fail 0.0118 10900 101169 928 Fail 0.0122 10132 98688 974 Fail 0.0126 9390 96121 1023 Fail 0.0129 8729 93726 1073 Fail 0.0133 8160 91437 1120 Fail 0.0137 7593 89213 1174 Fail 0.0141 7073 87074 1231 Fail 0.0144 6592 84892 1287 Fail 0.0148 6145 82775 1347 Fail 0.0152 5781 80871 1398 Fail 0.0156 5433 78882 1451 Fail 0.0159 5106 77107 1510 Fail 0.0163 4808 75310 1566 Fail 0.0167 4524 73492 1624 Fail 0.0171 4256 71845 1688 Fail 0.0175 4017 70198 1747 Fail 0.0178 3790 68658 1811 Fail 0.0182 3551 67032 1887 Fail 0.0186 3337 65493 1962 Fail 0.0190 3138 64081 2042 Fail 0.0193 2952 62584 2120 Fail 0.0197 2785 61215 2198 Fail 0.0201 2599 59910 2305 Fail 0.0205 2447 58563 2393 Fail 0.0208 2308 57301 2482 Fail 0.0212 2162 56039 2591 Fail 0.0216 2024 54734 2704 Fail 0.0220 1901 53536 2816 Fail 0.0223 1790 52381 2926 Fail 0.0227 1689 51290 3036 Fail 0.0231 1588 50221 3162 Fail 0.0235 1483 49130 3312 Fail 0.0238 1381 48103 3483 Fail 0.0242 1292 47013 3638 Fail 0.0246 1222 46050 3768 Fail 0.0250 1155 45045 3900 Fail 0.0254 1098 44104 4016 Fail 0.0257 1049 43248 4122 Fail 0.0261 997 42328 4245 Fail 0.0265 930 41409 4452 Fail 0.0269 884 40532 4585 Fail 0.0272 837 39676 4740 Fail 0.0276 789 38821 4920 Fail 0.0280 743 37987 5112 Fail 0.0284 713 37195 5216 Fail 0.0287 669 36447 5447 Fail 0.0291 630 35698 5666 Fail 0.0295 596 34949 5863 Fail 20023-FEDWAY 8/21/2021 9:56:09 PM Page 21 0.0299 566 34222 6046 Fail 0.0302 539 33538 6222 Fail 0.0306 497 32875 6614 Fail 0.0310 473 32212 6810 Fail 0.0314 435 31570 7257 Fail 0.0317 399 30928 7751 Fail 0.0321 366 30308 8280 Fail 0.0325 348 29730 8543 Fail 0.0329 323 29153 9025 Fail 0.0333 296 28575 9653 Fail 0.0336 272 28019 10301 Fail 0.0340 256 27463 10727 Fail 0.0344 235 26950 11468 Fail 0.0348 217 26394 12163 Fail 0.0351 195 25902 13283 Fail 0.0355 180 25367 14092 Fail 0.0359 158 24832 15716 Fail 0.0363 145 24340 16786 Fail 0.0366 129 23849 18487 Fail 0.0370 119 23357 19627 Fail 0.0374 109 22929 21035 Fail 0.0378 97 22480 23175 Fail 0.0381 91 22052 24232 Fail 0.0385 82 21624 26370 Fail 0.0389 76 21222 27923 Fail 0.0393 69 20843 30207 Fail 0.0396 61 20405 33450 Fail 0.0400 54 20007 37050 Fail 0.0404 48 19650 40937 Fail 0.0408 41 19280 47024 Fail 0.0411 38 18927 49807 Fail 0.0415 33 18587 56324 Fail 0.0419 27 18262 67637 Fail 0.0423 22 17949 81586 Fail 0.0427 21 17590 83761 Fail 0.0430 20 17293 86465 Fail 0.0434 19 16985 89394 Fail 0.0438 17 16651 97947 Fail 0.0442 14 16337 116692 Fail 0.0445 12 16016 133466 Fail 0.0449 9 15706 174511 Fail 0.0453 4 15419 385475 Fail 0.0457 3 15124 504133 Fail 0.0460 3 14867 495566 Fail 0.0464 3 14587 486233 Fail 0.0468 3 14369 478966 Fail The development has an increase in flow durations from 1/2 Predeveloped 2 year flow to the 2 year flow or more than a 10% increase from the 2 year to the 50 year flow. The development has an increase in flow durations for more than 50% of the flows for the range of the duration analysis. 20023-FEDWAY 8/21/2021 9:56:09 PM Page 22 Water Quality Water Quality BMP Flow and Volume for POC #1 On-line facility volume:0 acre-feet On-line facility target flow:0 cfs. Adjusted for 15 min:0 cfs. Off-line facility target flow:0 cfs. Adjusted for 15 min:0 cfs. 20023-FEDWAY 8/21/2021 9:56:09 PM Page 23 LID Report 20023-FEDWAY 8/21/2021 9:57:36 PM Page 24 POC 2 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #2 Total Pervious Area:0.76 Total Impervious Area:1.7 Mitigated Landuse Totals for POC #2 Total Pervious Area:0.27 Total Impervious Area:2.19 Flow Frequency Method:Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #2 Return Period Flow(cfs) 2 year 0.663163 5 year 0.839729 10 year 0.959922 25 year 1.116064 50 year 1.235727 100 year 1.358423 Flow Frequency Return Periods for Mitigated. POC #2 Return Period Flow(cfs) 2 year 0.38523 5 year 0.538889 10 year 0.658987 25 year 0.833409 50 year 0.981043 100 year 1.144939 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #2 Year Predeveloped Mitigated 1949 0.874 0.470 1950 0.910 0.421 1951 0.558 0.438 1952 0.468 0.309 1953 0.505 0.309 1954 0.543 0.303 1955 0.607 0.449 1956 0.598 0.350 1957 0.694 0.498 1958 0.547 0.326 1959 0.549 0.296 20023-FEDWAY 8/21/2021 9:58:14 PM Page 25 1960 0.578 0.457 1961 0.589 0.313 1962 0.499 0.273 1963 0.569 0.277 1964 0.542 0.333 1965 0.709 0.301 1966 0.474 0.301 1967 0.800 0.427 1968 0.910 0.370 1969 0.639 0.336 1970 0.622 0.324 1971 0.735 0.315 1972 0.775 0.557 1973 0.451 0.306 1974 0.674 0.288 1975 0.757 0.475 1976 0.531 0.297 1977 0.552 0.293 1978 0.675 0.514 1979 0.925 0.320 1980 0.865 0.428 1981 0.688 0.387 1982 0.971 0.739 1983 0.781 0.493 1984 0.502 0.276 1985 0.683 0.357 1986 0.589 0.522 1987 0.908 0.505 1988 0.548 0.292 1989 0.686 0.267 1990 1.258 1.002 1991 0.981 0.824 1992 0.499 0.339 1993 0.424 0.248 1994 0.458 0.259 1995 0.610 0.322 1996 0.675 0.527 1997 0.654 0.451 1998 0.633 0.301 1999 1.309 0.710 2000 0.658 0.432 2001 0.706 0.300 2002 0.843 0.544 2003 0.672 0.299 2004 1.225 1.146 2005 0.578 0.491 2006 0.515 0.308 2007 1.146 0.880 2008 0.964 1.058 2009 0.838 0.542 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #2 Rank Predeveloped Mitigated 1 1.3092 1.1463 2 1.2576 1.0583 3 1.2251 1.0019 4 1.1465 0.8803 20023-FEDWAY 8/21/2021 9:58:14 PM Page 26 5 0.9813 0.8244 6 0.9709 0.7390 7 0.9639 0.7097 8 0.9250 0.5569 9 0.9099 0.5437 10 0.9099 0.5415 11 0.9076 0.5265 12 0.8739 0.5217 13 0.8654 0.5141 14 0.8435 0.5050 15 0.8381 0.4976 16 0.8002 0.4925 17 0.7815 0.4910 18 0.7748 0.4748 19 0.7570 0.4696 20 0.7345 0.4575 21 0.7087 0.4505 22 0.7065 0.4489 23 0.6935 0.4385 24 0.6880 0.4320 25 0.6857 0.4276 26 0.6831 0.4268 27 0.6752 0.4214 28 0.6751 0.3868 29 0.6740 0.3698 30 0.6716 0.3567 31 0.6584 0.3503 32 0.6540 0.3387 33 0.6390 0.3358 34 0.6334 0.3330 35 0.6215 0.3259 36 0.6101 0.3243 37 0.6066 0.3218 38 0.5985 0.3202 39 0.5894 0.3153 40 0.5888 0.3127 41 0.5783 0.3093 42 0.5779 0.3086 43 0.5692 0.3080 44 0.5577 0.3059 45 0.5515 0.3033 46 0.5493 0.3013 47 0.5483 0.3009 48 0.5475 0.3007 49 0.5431 0.2996 50 0.5422 0.2993 51 0.5310 0.2969 52 0.5152 0.2963 53 0.5054 0.2929 54 0.5021 0.2918 55 0.4992 0.2880 56 0.4985 0.2767 57 0.4737 0.2755 58 0.4679 0.2730 59 0.4576 0.2669 60 0.4508 0.2590 61 0.4242 0.2483 20023-FEDWAY 8/21/2021 9:58:14 PM Page 27 20023-FEDWAY 8/21/2021 9:58:14 PM Page 28 Duration Flows The Facility PASSED Flow(cfs)Predev Mit Percentage Pass/Fail 0.3316 1871 1036 55 Pass 0.3407 1695 923 54 Pass 0.3498 1553 825 53 Pass 0.3590 1406 739 52 Pass 0.3681 1261 678 53 Pass 0.3772 1138 622 54 Pass 0.3864 1046 566 54 Pass 0.3955 956 527 55 Pass 0.4046 885 471 53 Pass 0.4138 809 428 52 Pass 0.4229 747 394 52 Pass 0.4320 681 357 52 Pass 0.4412 632 317 50 Pass 0.4503 580 296 51 Pass 0.4594 549 273 49 Pass 0.4686 506 258 50 Pass 0.4777 466 239 51 Pass 0.4868 426 213 50 Pass 0.4960 401 195 48 Pass 0.5051 365 182 49 Pass 0.5142 348 169 48 Pass 0.5234 327 158 48 Pass 0.5325 305 154 50 Pass 0.5416 286 147 51 Pass 0.5508 265 138 52 Pass 0.5599 248 134 54 Pass 0.5690 228 127 55 Pass 0.5782 214 126 58 Pass 0.5873 200 124 62 Pass 0.5964 189 121 64 Pass 0.6056 174 119 68 Pass 0.6147 162 115 70 Pass 0.6238 151 112 74 Pass 0.6330 145 110 75 Pass 0.6421 135 108 80 Pass 0.6512 126 105 83 Pass 0.6604 118 101 85 Pass 0.6695 112 96 85 Pass 0.6786 105 92 87 Pass 0.6878 98 88 89 Pass 0.6969 93 85 91 Pass 0.7060 86 79 91 Pass 0.7152 81 78 96 Pass 0.7243 79 75 94 Pass 0.7334 76 72 94 Pass 0.7426 70 66 94 Pass 0.7517 68 59 86 Pass 0.7608 64 56 87 Pass 0.7700 62 53 85 Pass 0.7791 60 50 83 Pass 0.7882 55 49 89 Pass 0.7974 52 44 84 Pass 0.8065 50 43 86 Pass 20023-FEDWAY 8/21/2021 9:58:14 PM Page 29 0.8156 49 40 81 Pass 0.8248 45 38 84 Pass 0.8339 45 34 75 Pass 0.8430 39 28 71 Pass 0.8522 36 25 69 Pass 0.8613 33 22 66 Pass 0.8704 30 21 70 Pass 0.8795 27 20 74 Pass 0.8887 26 18 69 Pass 0.8978 25 17 68 Pass 0.9069 23 16 69 Pass 0.9161 18 14 77 Pass 0.9252 17 13 76 Pass 0.9343 16 13 81 Pass 0.9435 15 13 86 Pass 0.9526 14 12 85 Pass 0.9617 13 11 84 Pass 0.9709 11 10 90 Pass 0.9800 9 9 100 Pass 0.9891 8 8 100 Pass 0.9983 8 8 100 Pass 1.0074 8 6 75 Pass 1.0165 8 6 75 Pass 1.0257 8 6 75 Pass 1.0348 8 6 75 Pass 1.0439 8 6 75 Pass 1.0531 8 6 75 Pass 1.0622 8 4 50 Pass 1.0713 8 3 37 Pass 1.0805 8 3 37 Pass 1.0896 8 2 25 Pass 1.0987 7 2 28 Pass 1.1079 6 2 33 Pass 1.1170 6 2 33 Pass 1.1261 6 2 33 Pass 1.1353 6 2 33 Pass 1.1444 6 1 16 Pass 1.1535 5 0 0 Pass 1.1627 5 0 0 Pass 1.1718 4 0 0 Pass 1.1809 4 0 0 Pass 1.1901 4 0 0 Pass 1.1992 3 0 0 Pass 1.2083 3 0 0 Pass 1.2175 3 0 0 Pass 1.2266 2 0 0 Pass 1.2357 2 0 0 Pass 20023-FEDWAY 8/21/2021 9:58:14 PM Page 30 Water Quality Water Quality BMP Flow and Volume for POC #2 On-line facility volume:0 acre-feet On-line facility target flow:0 cfs. Adjusted for 15 min:0 cfs. Off-line facility target flow:0 cfs. Adjusted for 15 min:0 cfs. 20023-FEDWAY 8/21/2021 9:58:14 PM Page 31 LID Report 20023-FEDWAY 8/21/2021 9:58:14 PM Page 32 POC 3 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #3 Total Pervious Area:0.9 Total Impervious Area:0 Mitigated Landuse Totals for POC #3 Total Pervious Area:0.04 Total Impervious Area:0.86 Flow Frequency Method:Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #3 Return Period Flow(cfs) 2 year 0.026461 5 year 0.041558 10 year 0.050113 25 year 0.059177 50 year 0.064786 100 year 0.069557 Flow Frequency Return Periods for Mitigated. POC #3 Return Period Flow(cfs) 2 year 0.330467 5 year 0.418263 10 year 0.478007 25 year 0.555599 50 year 0.615049 100 year 0.675995 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #3 Year Predeveloped Mitigated 1949 0.026 0.430 1950 0.032 0.460 1951 0.058 0.269 1952 0.018 0.236 1953 0.015 0.255 1954 0.023 0.269 1955 0.036 0.304 1956 0.029 0.299 1957 0.023 0.341 1958 0.026 0.274 1959 0.023 0.278 20023-FEDWAY 8/21/2021 9:58:51 PM Page 33 1960 0.039 0.276 1961 0.022 0.291 1962 0.014 0.252 1963 0.019 0.282 1964 0.025 0.274 1965 0.018 0.352 1966 0.017 0.234 1967 0.036 0.403 1968 0.022 0.459 1969 0.022 0.320 1970 0.018 0.308 1971 0.019 0.367 1972 0.043 0.382 1973 0.020 0.228 1974 0.021 0.336 1975 0.029 0.383 1976 0.021 0.260 1977 0.002 0.279 1978 0.018 0.341 1979 0.011 0.468 1980 0.041 0.427 1981 0.016 0.345 1982 0.032 0.488 1983 0.028 0.395 1984 0.017 0.250 1985 0.010 0.344 1986 0.046 0.297 1987 0.041 0.458 1988 0.016 0.277 1989 0.010 0.347 1990 0.085 0.599 1991 0.051 0.476 1992 0.020 0.248 1993 0.021 0.214 1994 0.007 0.231 1995 0.029 0.306 1996 0.062 0.328 1997 0.052 0.318 1998 0.012 0.320 1999 0.049 0.659 2000 0.020 0.327 2001 0.004 0.357 2002 0.022 0.421 2003 0.029 0.327 2004 0.037 0.616 2005 0.027 0.282 2006 0.031 0.249 2007 0.063 0.576 2008 0.081 0.468 2009 0.040 0.424 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #3 Rank Predeveloped Mitigated 1 0.0848 0.6591 2 0.0812 0.6160 3 0.0630 0.5993 4 0.0620 0.5764 20023-FEDWAY 8/21/2021 9:58:51 PM Page 34 5 0.0583 0.4882 6 0.0518 0.4762 7 0.0511 0.4678 8 0.0486 0.4676 9 0.0459 0.4598 10 0.0434 0.4589 11 0.0411 0.4585 12 0.0406 0.4305 13 0.0399 0.4269 14 0.0394 0.4239 15 0.0370 0.4214 16 0.0364 0.4035 17 0.0360 0.3947 18 0.0324 0.3829 19 0.0316 0.3825 20 0.0313 0.3673 21 0.0294 0.3569 22 0.0290 0.3520 23 0.0289 0.3469 24 0.0286 0.3449 25 0.0283 0.3444 26 0.0266 0.3414 27 0.0263 0.3413 28 0.0260 0.3359 29 0.0250 0.3281 30 0.0234 0.3274 31 0.0228 0.3270 32 0.0226 0.3205 33 0.0224 0.3196 34 0.0224 0.3179 35 0.0222 0.3079 36 0.0220 0.3056 37 0.0214 0.3042 38 0.0210 0.2994 39 0.0205 0.2974 40 0.0205 0.2911 41 0.0197 0.2818 42 0.0197 0.2817 43 0.0194 0.2789 44 0.0190 0.2778 45 0.0184 0.2774 46 0.0184 0.2764 47 0.0181 0.2740 48 0.0179 0.2737 49 0.0175 0.2688 50 0.0172 0.2688 51 0.0164 0.2602 52 0.0160 0.2553 53 0.0149 0.2520 54 0.0138 0.2499 55 0.0117 0.2494 56 0.0111 0.2475 57 0.0104 0.2364 58 0.0104 0.2339 59 0.0069 0.2315 60 0.0037 0.2278 61 0.0025 0.2136 20023-FEDWAY 8/21/2021 9:58:52 PM Page 35 20023-FEDWAY 8/21/2021 9:58:52 PM Page 36 Duration Flows Flow(cfs)Predev Mit Percentage Pass/Fail 0.0132 17547 129573 738 Fail 0.0138 16164 126536 782 Fail 0.0143 14966 123520 825 Fail 0.0148 13854 120697 871 Fail 0.0153 12816 118002 920 Fail 0.0158 11813 115393 976 Fail 0.0164 10902 112869 1035 Fail 0.0169 10123 110430 1090 Fail 0.0174 9392 108056 1150 Fail 0.0179 8737 105768 1210 Fail 0.0184 8158 103629 1270 Fail 0.0190 7602 101554 1335 Fail 0.0195 7071 99522 1407 Fail 0.0200 6588 97490 1479 Fail 0.0205 6145 95587 1555 Fail 0.0210 5777 93704 1622 Fail 0.0216 5431 91865 1691 Fail 0.0221 5099 90047 1765 Fail 0.0226 4808 88314 1836 Fail 0.0231 4526 86539 1912 Fail 0.0236 4254 84892 1995 Fail 0.0242 4017 83267 2072 Fail 0.0247 3784 81641 2157 Fail 0.0252 3551 80058 2254 Fail 0.0257 3339 78561 2352 Fail 0.0262 3138 77107 2457 Fail 0.0268 2950 75609 2563 Fail 0.0273 2785 74176 2663 Fail 0.0278 2599 72786 2800 Fail 0.0283 2447 71396 2917 Fail 0.0289 2304 70112 3043 Fail 0.0294 2162 68829 3183 Fail 0.0299 2026 67546 3333 Fail 0.0304 1899 66348 3493 Fail 0.0309 1790 65150 3639 Fail 0.0315 1689 63953 3786 Fail 0.0320 1589 62798 3952 Fail 0.0325 1483 61578 4152 Fail 0.0330 1381 60509 4381 Fail 0.0335 1292 59439 4600 Fail 0.0341 1217 58434 4801 Fail 0.0346 1154 57386 4972 Fail 0.0351 1098 56381 5134 Fail 0.0356 1048 55311 5277 Fail 0.0361 997 54328 5449 Fail 0.0367 930 53386 5740 Fail 0.0372 883 52424 5937 Fail 0.0377 837 51504 6153 Fail 0.0382 789 50670 6422 Fail 0.0387 743 49772 6698 Fail 0.0393 713 48938 6863 Fail 0.0398 669 48168 7200 Fail 0.0403 630 47333 7513 Fail 0.0408 595 46499 7814 Fail 20023-FEDWAY 8/21/2021 9:58:52 PM Page 37 0.0414 565 45708 8089 Fail 0.0419 539 44938 8337 Fail 0.0424 496 44125 8896 Fail 0.0429 473 43376 9170 Fail 0.0434 434 42628 9822 Fail 0.0440 399 41901 10501 Fail 0.0445 366 41238 11267 Fail 0.0450 348 40575 11659 Fail 0.0455 323 39912 12356 Fail 0.0460 296 39248 13259 Fail 0.0466 272 38564 14177 Fail 0.0471 256 37880 14796 Fail 0.0476 235 37238 15845 Fail 0.0481 217 36596 16864 Fail 0.0486 195 35955 18438 Fail 0.0492 180 35377 19653 Fail 0.0497 158 34800 22025 Fail 0.0502 145 34243 23615 Fail 0.0507 129 33709 26131 Fail 0.0512 119 33131 27841 Fail 0.0518 109 32575 29885 Fail 0.0523 97 32062 33053 Fail 0.0528 91 31527 34645 Fail 0.0533 82 31035 37847 Fail 0.0538 76 30586 40244 Fail 0.0544 68 30030 44161 Fail 0.0549 61 29559 48457 Fail 0.0554 54 29067 53827 Fail 0.0559 48 28640 59666 Fail 0.0565 41 28190 68756 Fail 0.0570 38 27698 72889 Fail 0.0575 33 27271 82639 Fail 0.0580 27 26822 99340 Fail 0.0585 22 26394 119972 Fail 0.0591 21 26009 123852 Fail 0.0596 20 25602 128010 Fail 0.0601 19 25175 132500 Fail 0.0606 17 24790 145823 Fail 0.0611 13 24383 187561 Fail 0.0617 12 23998 199983 Fail 0.0622 8 23592 294900 Fail 0.0627 4 23228 580700 Fail 0.0632 3 22843 761433 Fail 0.0637 3 22480 749333 Fail 0.0643 3 22137 737900 Fail 0.0648 3 21795 726500 Fail The development has an increase in flow durations from 1/2 Predeveloped 2 year flow to the 2 year flow or more than a 10% increase from the 2 year to the 50 year flow. The development has an increase in flow durations for more than 50% of the flows for the range of the duration analysis. 20023-FEDWAY 8/21/2021 9:58:52 PM Page 38 Water Quality Water Quality BMP Flow and Volume for POC #3 On-line facility volume:0.1065 acre-feet On-line facility target flow:0.1393 cfs. Adjusted for 15 min:0.1393 cfs. Off-line facility target flow:0.0786 cfs. Adjusted for 15 min:0.0786 cfs. 20023-FEDWAY 8/21/2021 9:58:52 PM Page 39 LID Report 20023-FEDWAY 8/21/2021 9:58:52 PM Page 40 POC 4 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #4 Total Pervious Area:1.55 Total Impervious Area:0 Mitigated Landuse Totals for POC #4 Total Pervious Area:0.22 Total Impervious Area:1.28 Flow Frequency Method:Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #4 Return Period Flow(cfs) 2 year 0.045571 5 year 0.071572 10 year 0.086306 25 year 0.101916 50 year 0.111576 100 year 0.119792 Flow Frequency Return Periods for Mitigated. POC #4 Return Period Flow(cfs) 2 year 0.502107 5 year 0.639127 10 year 0.732776 25 year 0.85482 50 year 0.948613 100 year 1.044991 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #4 Year Predeveloped Mitigated 1949 0.045 0.664 1950 0.056 0.688 1951 0.100 0.414 1952 0.032 0.354 1953 0.026 0.382 1954 0.039 0.409 1955 0.063 0.460 1956 0.050 0.454 1957 0.040 0.523 1958 0.045 0.413 1959 0.039 0.414 20023-FEDWAY 8/21/2021 9:59:29 PM Page 41 1960 0.068 0.427 1961 0.038 0.444 1962 0.024 0.379 1963 0.033 0.430 1964 0.043 0.409 1965 0.031 0.541 1966 0.030 0.354 1967 0.062 0.612 1968 0.039 0.697 1969 0.038 0.492 1970 0.031 0.468 1971 0.033 0.559 1972 0.075 0.595 1973 0.034 0.339 1974 0.037 0.514 1975 0.050 0.570 1976 0.036 0.398 1977 0.004 0.415 1978 0.032 0.510 1979 0.019 0.699 1980 0.071 0.667 1981 0.028 0.523 1982 0.054 0.747 1983 0.049 0.593 1984 0.030 0.380 1985 0.018 0.523 1986 0.079 0.447 1987 0.070 0.687 1988 0.028 0.413 1989 0.018 0.516 1990 0.146 0.952 1991 0.088 0.746 1992 0.034 0.376 1993 0.035 0.321 1994 0.012 0.345 1995 0.051 0.462 1996 0.107 0.508 1997 0.089 0.489 1998 0.020 0.481 1999 0.084 1.013 2000 0.035 0.498 2001 0.006 0.534 2002 0.039 0.651 2003 0.049 0.506 2004 0.064 0.944 2005 0.046 0.432 2006 0.054 0.385 2007 0.108 0.886 2008 0.140 0.733 2009 0.069 0.631 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #4 Rank Predeveloped Mitigated 1 0.1461 1.0129 2 0.1399 0.9524 3 0.1084 0.9443 4 0.1068 0.8860 20023-FEDWAY 8/21/2021 9:59:29 PM Page 42 5 0.1004 0.7466 6 0.0893 0.7464 7 0.0880 0.7331 8 0.0837 0.6990 9 0.0790 0.6969 10 0.0747 0.6881 11 0.0708 0.6875 12 0.0699 0.6675 13 0.0687 0.6640 14 0.0679 0.6514 15 0.0638 0.6314 16 0.0626 0.6124 17 0.0620 0.5950 18 0.0558 0.5932 19 0.0544 0.5701 20 0.0540 0.5588 21 0.0507 0.5413 22 0.0499 0.5342 23 0.0498 0.5233 24 0.0493 0.5227 25 0.0488 0.5225 26 0.0458 0.5163 27 0.0453 0.5143 28 0.0448 0.5095 29 0.0430 0.5077 30 0.0402 0.5062 31 0.0393 0.4984 32 0.0389 0.4925 33 0.0387 0.4887 34 0.0386 0.4808 35 0.0383 0.4683 36 0.0378 0.4621 37 0.0368 0.4600 38 0.0361 0.4536 39 0.0353 0.4469 40 0.0352 0.4445 41 0.0339 0.4324 42 0.0339 0.4303 43 0.0334 0.4270 44 0.0327 0.4154 45 0.0317 0.4141 46 0.0316 0.4135 47 0.0312 0.4131 48 0.0308 0.4129 49 0.0301 0.4095 50 0.0296 0.4087 51 0.0283 0.3981 52 0.0276 0.3850 53 0.0256 0.3820 54 0.0238 0.3795 55 0.0202 0.3785 56 0.0191 0.3760 57 0.0180 0.3537 58 0.0179 0.3537 59 0.0119 0.3445 60 0.0063 0.3391 61 0.0043 0.3215 20023-FEDWAY 8/21/2021 9:59:29 PM Page 43 20023-FEDWAY 8/21/2021 9:59:29 PM Page 44 Duration Flows Flow(cfs)Predev Mit Percentage Pass/Fail 0.0228 17560 121681 692 Fail 0.0237 16164 118515 733 Fail 0.0246 14974 115585 771 Fail 0.0255 13856 112655 813 Fail 0.0264 12814 109810 856 Fail 0.0273 11813 107136 906 Fail 0.0282 10902 104613 959 Fail 0.0291 10121 102089 1008 Fail 0.0300 9383 99822 1063 Fail 0.0309 8733 97512 1116 Fail 0.0318 8147 95266 1169 Fail 0.0327 7593 93084 1225 Fail 0.0335 7063 91031 1288 Fail 0.0344 6590 88935 1349 Fail 0.0353 6145 86924 1414 Fail 0.0362 5781 85106 1472 Fail 0.0371 5431 83181 1531 Fail 0.0380 5097 81277 1594 Fail 0.0389 4808 79524 1653 Fail 0.0398 4526 77748 1717 Fail 0.0407 4252 76101 1789 Fail 0.0416 4017 74433 1852 Fail 0.0425 3784 72872 1925 Fail 0.0434 3546 71310 2010 Fail 0.0443 3337 69792 2091 Fail 0.0452 3138 68337 2177 Fail 0.0461 2952 66883 2265 Fail 0.0470 2785 65514 2352 Fail 0.0479 2599 64145 2468 Fail 0.0488 2447 62819 2567 Fail 0.0497 2304 61536 2670 Fail 0.0506 2162 60274 2787 Fail 0.0515 2026 59054 2914 Fail 0.0524 1898 57814 3046 Fail 0.0533 1790 56638 3164 Fail 0.0542 1688 55525 3289 Fail 0.0551 1585 54349 3428 Fail 0.0560 1483 53237 3589 Fail 0.0569 1380 52167 3780 Fail 0.0578 1292 51141 3958 Fail 0.0587 1217 50135 4119 Fail 0.0596 1155 49173 4257 Fail 0.0605 1098 48232 4392 Fail 0.0614 1048 47269 4510 Fail 0.0622 997 46392 4653 Fail 0.0631 930 45451 4887 Fail 0.0640 883 44574 5048 Fail 0.0649 837 43676 5218 Fail 0.0658 789 42820 5427 Fail 0.0667 743 42029 5656 Fail 0.0676 713 41195 5777 Fail 0.0685 668 40403 6048 Fail 0.0694 630 39655 6294 Fail 0.0703 596 38863 6520 Fail 20023-FEDWAY 8/21/2021 9:59:29 PM Page 45 0.0712 565 38072 6738 Fail 0.0721 539 37345 6928 Fail 0.0730 496 36618 7382 Fail 0.0739 473 35933 7596 Fail 0.0748 434 35227 8116 Fail 0.0757 399 34543 8657 Fail 0.0766 366 33923 9268 Fail 0.0775 348 33302 9569 Fail 0.0784 323 32661 10111 Fail 0.0793 296 32083 10838 Fail 0.0802 272 31484 11575 Fail 0.0811 256 30928 12081 Fail 0.0820 235 30329 12905 Fail 0.0829 217 29752 13710 Fail 0.0838 195 29217 14983 Fail 0.0847 180 28725 15958 Fail 0.0856 158 28212 17855 Fail 0.0865 145 27656 19073 Fail 0.0874 129 27164 21057 Fail 0.0883 119 26650 22394 Fail 0.0892 109 26159 23999 Fail 0.0901 97 25709 26504 Fail 0.0909 91 25239 27735 Fail 0.0918 82 24790 30231 Fail 0.0927 76 24298 31971 Fail 0.0936 69 23849 34563 Fail 0.0945 61 23421 38395 Fail 0.0954 54 22972 42540 Fail 0.0963 48 22587 47056 Fail 0.0972 41 22180 54097 Fail 0.0981 38 21795 57355 Fail 0.0990 33 21410 64878 Fail 0.0999 27 21014 77829 Fail 0.1008 22 20666 93936 Fail 0.1017 21 20292 96628 Fail 0.1026 20 19900 99500 Fail 0.1035 19 19558 102936 Fail 0.1044 17 19237 113158 Fail 0.1053 14 18980 135571 Fail 0.1062 12 18664 155533 Fail 0.1071 9 18332 203688 Fail 0.1080 4 18037 450925 Fail 0.1089 3 17738 591266 Fail 0.1098 3 17428 580933 Fail 0.1107 3 17102 570066 Fail 0.1116 3 16837 561233 Fail The development has an increase in flow durations from 1/2 Predeveloped 2 year flow to the 2 year flow or more than a 10% increase from the 2 year to the 50 year flow. The development has an increase in flow durations for more than 50% of the flows for the range of the duration analysis. 20023-FEDWAY 8/21/2021 9:59:29 PM Page 46 Water Quality Water Quality BMP Flow and Volume for POC #4 On-line facility volume:0.164 acre-feet On-line facility target flow:0.206 cfs. Adjusted for 15 min:0.206 cfs. Off-line facility target flow:0.1162 cfs. Adjusted for 15 min:0.1162 cfs. 20023-FEDWAY 8/21/2021 9:59:29 PM Page 47 LID Report 20023-FEDWAY 8/21/2021 9:59:29 PM Page 48 Model Default Modifications Total of 0 changes have been made. PERLND Changes No PERLND changes have been made. IMPLND Changes No IMPLND changes have been made. 20023-FEDWAY 8/21/2021 9:59:29 PM Page 49 Appendix Predeveloped Schematic 20023-FEDWAY 8/21/2021 9:59:29 PM Page 50 Mitigated Schematic 20023-FEDWAY 8/21/2021 9:59:30 PM Page 51 Predeveloped UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END 2009 09 30 RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 UNIT SYSTEM 1 END GLOBAL FILES <File> <Un#> <-----------File Name------------------------------>*** <-ID-> *** WDM 26 20023-FEDWAY.wdm MESSU 25 Pre20023-FEDWAY.MES 27 Pre20023-FEDWAY.L61 28 Pre20023-FEDWAY.L62 30 POC20023-FEDWAY1.dat 31 POC20023-FEDWAY2.dat 32 POC20023-FEDWAY3.dat 33 POC20023-FEDWAY4.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 10 PERLND 16 IMPLND 11 COPY 501 COPY 502 COPY 503 COPY 504 DISPLY 1 DISPLY 2 DISPLY 3 DISPLY 4 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 Basin 1 MAX 1 2 30 9 2 ONSITE-PRE MAX 1 2 31 9 3 Basin 4 MAX 1 2 32 9 4 Basin 5 MAX 1 2 33 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 502 1 1 503 1 1 504 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS Unit-systems Printer *** # - # User t-series Engl Metr *** 20023-FEDWAY 8/21/2021 9:59:30 PM Page 52 in out *** 10 C, Forest, Flat 1 1 1 1 27 0 16 C, Lawn, Flat 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 10 0 0 1 0 0 0 0 0 0 0 0 0 16 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 10 0 0 4 0 0 0 0 0 0 0 0 0 1 9 16 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 10 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 10 0 4.5 0.08 400 0.05 0.5 0.996 16 0 4.5 0.03 400 0.05 0.5 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 10 0 0 2 2 0 0 0 16 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 10 0.2 0.5 0.35 6 0.5 0.7 16 0.1 0.25 0.25 6 0.5 0.25 END PWAT-PARM4 PWAT-STATE1 <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS GWVS 10 0 0 0 0 2.5 1 0 16 0 0 0 0 2.5 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 11 PARKING/FLAT 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 11 0 0 1 0 0 0 20023-FEDWAY 8/21/2021 9:59:30 PM Page 53 END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 11 0 0 4 0 0 0 1 9 END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 11 0 0 0 0 0 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 11 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 11 0 0 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 11 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** Basin 1*** PERLND 10 0.65 COPY 501 12 PERLND 10 0.65 COPY 501 13 ONSITE-PRE*** PERLND 10 0.65 COPY 502 12 PERLND 10 0.65 COPY 502 13 UPSTREAM-EX*** PERLND 16 0.11 COPY 502 12 PERLND 16 0.11 COPY 502 13 IMPLND 11 1.7 COPY 502 15 Basin 4*** PERLND 10 0.9 COPY 503 12 PERLND 10 0.9 COPY 503 13 Basin 5*** PERLND 10 1.55 COPY 504 12 PERLND 10 1.55 COPY 504 13 ******Routing****** END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 48.4 DISPLY 1 INPUT TIMSER 1 COPY 502 OUTPUT MEAN 1 1 48.4 DISPLY 2 INPUT TIMSER 1 COPY 503 OUTPUT MEAN 1 1 48.4 DISPLY 3 INPUT TIMSER 1 COPY 504 OUTPUT MEAN 1 1 48.4 DISPLY 4 INPUT TIMSER 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK 20023-FEDWAY 8/21/2021 9:59:30 PM Page 54 RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------><---> User T-series Engl Metr LKFG *** in out *** END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* END PRINT-INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> END HYDR-INIT END RCHRES SPEC-ACTIONS END SPEC-ACTIONS FTABLES END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** COPY 501 OUTPUT MEAN 1 1 48.4 WDM 501 FLOW ENGL REPL COPY 502 OUTPUT MEAN 1 1 48.4 WDM 502 FLOW ENGL REPL COPY 503 OUTPUT MEAN 1 1 48.4 WDM 503 FLOW ENGL REPL COPY 504 OUTPUT MEAN 1 1 48.4 WDM 504 FLOW ENGL REPL END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 12 PERLND PWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 12 MASS-LINK 13 20023-FEDWAY 8/21/2021 9:59:30 PM Page 55 PERLND PWATER IFWO 0.083333 COPY INPUT MEAN END MASS-LINK 13 MASS-LINK 15 IMPLND IWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 15 END MASS-LINK END RUN 20023-FEDWAY 8/21/2021 9:59:30 PM Page 56 Mitigated UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END 2009 09 30 RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 UNIT SYSTEM 1 END GLOBAL FILES <File> <Un#> <-----------File Name------------------------------>*** <-ID-> *** WDM 26 20023-FEDWAY.wdm MESSU 25 Mit20023-FEDWAY.MES 27 Mit20023-FEDWAY.L61 28 Mit20023-FEDWAY.L62 30 POC20023-FEDWAY1.dat 32 POC20023-FEDWAY3.dat 33 POC20023-FEDWAY4.dat 31 POC20023-FEDWAY2.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 16 IMPLND 4 IMPLND 11 RCHRES 1 COPY 501 COPY 503 COPY 504 COPY 2 COPY 502 DISPLY 1 DISPLY 3 DISPLY 4 DISPLY 2 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 Basin 1 MAX 1 2 30 9 3 Basin 4 MAX 1 2 32 9 4 Basin 5 MAX 1 2 33 9 2 Vault 1 MAX 1 2 31 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 503 1 1 504 1 1 2 1 1 502 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND 20023-FEDWAY 8/21/2021 9:59:30 PM Page 57 GEN-INFO <PLS ><-------Name------->NBLKS Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 16 C, Lawn, Flat 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 16 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 16 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 16 0 0 0 0 0 0 0 0 0 0 0 END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 16 0 4.5 0.03 400 0.05 0.5 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 16 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 16 0.1 0.25 0.25 6 0.5 0.25 END PWAT-PARM4 PWAT-STATE1 <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS GWVS 16 0 0 0 0 2.5 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 4 ROOF TOPS/FLAT 1 1 1 27 0 11 PARKING/FLAT 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 4 0 0 1 0 0 0 11 0 0 1 0 0 0 END ACTIVITY PRINT-INFO 20023-FEDWAY 8/21/2021 9:59:30 PM Page 58 <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 4 0 0 4 0 0 0 1 9 11 0 0 4 0 0 0 1 9 END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 4 0 0 0 0 0 11 0 0 0 0 0 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 4 400 0.01 0.1 0.1 11 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 4 0 0 11 0 0 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 4 0 0 11 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** UPSTREAM-DEV*** PERLND 16 0.11 RCHRES 1 2 PERLND 16 0.11 RCHRES 1 3 IMPLND 11 1.7 RCHRES 1 5 ONSITE-DEV*** PERLND 16 0.16 RCHRES 1 2 PERLND 16 0.16 RCHRES 1 3 IMPLND 4 0.05 RCHRES 1 5 IMPLND 11 0.44 RCHRES 1 5 Basin 1*** PERLND 16 0.16 COPY 501 12 PERLND 16 0.16 COPY 501 13 IMPLND 4 0.05 COPY 501 15 IMPLND 11 0.44 COPY 501 15 Basin 4*** PERLND 16 0.04 COPY 503 12 PERLND 16 0.04 COPY 503 13 IMPLND 11 0.86 COPY 503 15 Basin 5*** PERLND 16 0.22 COPY 504 12 PERLND 16 0.22 COPY 504 13 IMPLND 11 1.28 COPY 504 15 ******Routing****** PERLND 16 0.11 COPY 2 12 IMPLND 11 1.7 COPY 2 15 PERLND 16 0.11 COPY 2 13 PERLND 16 0.16 COPY 2 12 IMPLND 4 0.05 COPY 2 15 IMPLND 11 0.44 COPY 2 15 PERLND 16 0.16 COPY 2 13 20023-FEDWAY 8/21/2021 9:59:30 PM Page 59 RCHRES 1 1 COPY 502 16 END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 48.4 DISPLY 1 INPUT TIMSER 1 COPY 503 OUTPUT MEAN 1 1 48.4 DISPLY 3 INPUT TIMSER 1 COPY 504 OUTPUT MEAN 1 1 48.4 DISPLY 4 INPUT TIMSER 1 COPY 502 OUTPUT MEAN 1 1 48.4 DISPLY 2 INPUT TIMSER 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------><---> User T-series Engl Metr LKFG *** in out *** 1 Vault 1 1 1 1 1 28 0 1 END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** 1 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* 1 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** 1 0 1 0 0 4 0 0 0 0 0 0 0 0 0 2 2 2 2 2 END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** 1 1 0.01 0.0 0.0 0.5 0.0 END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> 1 0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 END HYDR-INIT END RCHRES SPEC-ACTIONS END SPEC-ACTIONS FTABLES FTABLE 1 92 4 Depth Area Volume Outflow1 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (ft/sec) (Minutes)*** 0.000000 0.022957 0.000000 0.000000 0.066667 0.022957 0.001530 0.051382 0.133333 0.022957 0.003061 0.072665 20023-FEDWAY 8/21/2021 9:59:30 PM Page 60 0.200000 0.022957 0.004591 0.088996 0.266667 0.022957 0.006122 0.102764 0.333333 0.022957 0.007652 0.114893 0.400000 0.022957 0.009183 0.125860 0.466667 0.022957 0.010713 0.135944 0.533333 0.022957 0.012244 0.145330 0.600000 0.022957 0.013774 0.154146 0.666667 0.022957 0.015305 0.162484 0.733333 0.022957 0.016835 0.170415 0.800000 0.022957 0.018365 0.177992 0.866667 0.022957 0.019896 0.185260 0.933333 0.022957 0.021426 0.192254 1.000000 0.022957 0.022957 0.199001 1.066667 0.022957 0.024487 0.205528 1.133333 0.022957 0.026018 0.211853 1.200000 0.022957 0.027548 0.217995 1.266667 0.022957 0.029079 0.223969 1.333333 0.022957 0.030609 0.229787 1.400000 0.022957 0.032140 0.235462 1.466667 0.022957 0.033670 0.241003 1.533333 0.022957 0.035200 0.246419 1.600000 0.022957 0.036731 0.251719 1.666667 0.022957 0.038261 0.256910 1.733333 0.022957 0.039792 0.261997 1.800000 0.022957 0.041322 0.266988 1.866667 0.022957 0.042853 0.271888 1.933333 0.022957 0.044383 0.276700 2.000000 0.022957 0.045914 0.281430 2.066667 0.022957 0.047444 0.286082 2.133333 0.022957 0.048975 0.290660 2.200000 0.022957 0.050505 0.295167 2.266667 0.022957 0.052036 0.299606 2.333333 0.022957 0.053566 0.303980 2.400000 0.022957 0.055096 0.308292 2.466667 0.022957 0.056627 0.312544 2.533333 0.022957 0.058157 0.316739 2.600000 0.022957 0.059688 0.320880 2.666667 0.022957 0.061218 0.324968 2.733333 0.022957 0.062749 0.329005 2.800000 0.022957 0.064279 0.333561 2.866667 0.022957 0.065810 0.340910 2.933333 0.022957 0.067340 0.349748 3.000000 0.022957 0.068871 0.359591 3.066667 0.022957 0.070401 0.370196 3.133333 0.022957 0.071931 0.381405 3.200000 0.022957 0.073462 0.393099 3.266667 0.022957 0.074992 0.405188 3.333333 0.022957 0.076523 0.417594 3.400000 0.022957 0.078053 0.430253 3.466667 0.022957 0.079584 0.443110 3.533333 0.022957 0.081114 0.456114 3.600000 0.022957 0.082645 0.469221 3.666667 0.022957 0.084175 0.482390 3.733333 0.022957 0.085706 0.495583 3.800000 0.022957 0.087236 0.509520 3.866667 0.022957 0.088766 0.524965 3.933333 0.022957 0.090297 0.540755 4.000000 0.022957 0.091827 0.556879 4.066667 0.022957 0.093358 0.573329 4.133333 0.022957 0.094888 0.590096 4.200000 0.022957 0.096419 0.671008 4.266667 0.022957 0.097949 0.692918 4.333333 0.022957 0.099480 0.715226 4.400000 0.022957 0.101010 0.737922 4.466667 0.022957 0.102541 0.760999 4.533333 0.022957 0.104071 0.784449 4.600000 0.022957 0.105601 0.808266 4.666667 0.022957 0.107132 0.832442 4.733333 0.022957 0.108662 0.856971 4.800000 0.022957 0.110193 0.881847 20023-FEDWAY 8/21/2021 9:59:30 PM Page 61 4.866667 0.022957 0.111723 0.907065 4.933333 0.022957 0.113254 0.932619 5.000000 0.022957 0.114784 0.958504 5.066667 0.022957 0.116315 1.235156 5.133333 0.022957 0.117845 1.735863 5.200000 0.022957 0.119376 2.371780 5.266667 0.022957 0.120906 3.094040 5.333333 0.022957 0.122436 3.855617 5.400000 0.022957 0.123967 4.608162 5.466667 0.022957 0.125497 5.304833 5.533333 0.022957 0.127028 5.905832 5.600000 0.022957 0.128558 6.385667 5.666667 0.022957 0.130089 6.741736 5.733333 0.022957 0.131619 7.004009 5.800000 0.022957 0.133150 7.331290 5.866667 0.022957 0.134680 7.592857 5.933333 0.022957 0.136211 7.844631 6.000000 0.022957 0.137741 8.087643 6.066667 0.022957 0.139272 8.322755 END FTABLE 1 END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** COPY 1 OUTPUT MEAN 1 1 48.4 WDM 701 FLOW ENGL REPL COPY 501 OUTPUT MEAN 1 1 48.4 WDM 801 FLOW ENGL REPL RCHRES 1 HYDR RO 1 1 1 WDM 1002 FLOW ENGL REPL RCHRES 1 HYDR STAGE 1 1 1 WDM 1003 STAG ENGL REPL COPY 2 OUTPUT MEAN 1 1 48.4 WDM 702 FLOW ENGL REPL COPY 502 OUTPUT MEAN 1 1 48.4 WDM 802 FLOW ENGL REPL COPY 3 OUTPUT MEAN 1 1 48.4 WDM 703 FLOW ENGL REPL COPY 503 OUTPUT MEAN 1 1 48.4 WDM 803 FLOW ENGL REPL COPY 4 OUTPUT MEAN 1 1 48.4 WDM 704 FLOW ENGL REPL COPY 504 OUTPUT MEAN 1 1 48.4 WDM 804 FLOW ENGL REPL END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 2 PERLND PWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 2 MASS-LINK 3 PERLND PWATER IFWO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 3 MASS-LINK 5 IMPLND IWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 5 MASS-LINK 12 PERLND PWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 12 MASS-LINK 13 PERLND PWATER IFWO 0.083333 COPY INPUT MEAN END MASS-LINK 13 20023-FEDWAY 8/21/2021 9:59:30 PM Page 62 MASS-LINK 15 IMPLND IWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 15 MASS-LINK 16 RCHRES ROFLOW COPY INPUT MEAN END MASS-LINK 16 END MASS-LINK END RUN 20023-FEDWAY 8/21/2021 9:59:30 PM Page 63 Predeveloped HSPF Message File 20023-FEDWAY 8/21/2021 9:59:30 PM Page 64 Mitigated HSPF Message File 20023-FEDWAY 8/21/2021 9:59:30 PM Page 65 Disclaimer Legal Notice This program and accompanying documentation are provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright © by : Clear Creek Solutions, Inc. 2005-2021; All Rights Reserved. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1(866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. APPENDIX C - GEOTECHNICAL REPORT Not Available. To be provided with the sitework permit application. TACO BELL – FEDERAL WAY TECHNICAL INFORMATION REPORT Terraforma Design Group, Inc. APPENDIX D - DRAINAGE PLANS GOVERNING AGENCIESPROPERTY INFOVICINITY MAPPROJECT TEAMPARKING ANALYSIS5SITE99BUILDABLE LANDS CALCULATIONDEVELOPMENT AREASBUILDING AREASCIVIL DATASOUTH 316TH STREETPACIFIC HIGHWAY S EX. JO-ANN FABRICS PROPOSED12.0' R/W DEEDPROPOSED7.0' R/W DEEDPATIO77[ENDEAVOR 2.0]1C12C1PROPOSED 30.0' R.O.W.DEED TO CITY FORFUTURE 14TH AVE. S.FF= 441.003 SECTION - S. 316TH ST. SECTION - PACIFIC HWY. S.LEGENDSHEET INDEXC1SITE PLANT ERRAF ORMA DESIGN GROUP, INC. DATEREVISIONNOCHECKED BY:PROJECT NO.DRAWN BY:SHEET TITLESHEET NO.TACO BELL - FEDERAL WAY for NORTHWEST RESTAURANTS, INC. [Federal Way Folder ID: 20-102670]SE1/4 OF SEC. 8, T21N, R4E. , W.M., KING COUNTY, WA LEGENDSOUTH 316TH STREETPACIFIC HIGHWAY S[ENDEAVOR 2.0]1C22 C2 FF= 441.00 SECTION - EAST / WEST435440445435440445TACO BELL SECTION - NORTH / SOUTH435440445435440445TACO BELLCIVIL DATA DETAIL - DETENTION VAULT430435440430435440C2GRADING &STORM PLANT ERRAF ORMA DESIGN GROUP, INC. DATEREVISIONNOCHECKED BY:PROJECT NO.DRAWN BY:SHEET TITLESHEET NO.TACO BELL - FEDERAL WAY for NORTHWEST RESTAURANTS, INC. [Federal Way Folder ID: 20-102670]SE1/4 OF SEC. 8, T21N, R4E. , W.M., KING COUNTY, WA LEGENDSOUTH 316TH STREETPACIFIC HIGHWAY S[ENDEAVOR 2.0]EX. FHEX. FHFF= 441.00C3UTILITYPLANT ERRAF ORMA DESIGN GROUP, INC. DATEREVISIONNOCHECKED BY:PROJECT NO.DRAWN BY:SHEET TITLESHEET NO.TACO BELL - FEDERAL WAY for NORTHWEST RESTAURANTS, INC. [Federal Way Folder ID: 20-102670]SE1/4 OF SEC. 8, T21N, R4E. , W.M., KING COUNTY, WA SITENE 1/4, SE 1/4, SEC. 08, T. 21 N., R. 04 E., W.M.02/09/21 BBA Land Surveying Ph: 206.406.1257 nicoleb@bbasurveying.com www.bbasurveying.com DATE REVISION DRNJOB NO.DRAWN BY:CHECKED BY:DATE:SHEET 2021, BBA LAND SURVEYING, LLC, ALL RIGHTS RESERVEDC ALTA/NSPS LAND TITLE SURVEY NORTHWEST RESTAURANTS, INC. 31519 PACIFIC HWY S FEDERAL WAY, WA 98003 MABRSN2081902/09/20211 OF 2VICINITY MAPNTSK.C.A.S. - ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROMINFORMATION PROVIDED BY ENGINEERING PLANS OF PAVILIONS CENTRE,PREPARED BY STEPAN & ASSOCIATES, FILE NO. 5017512, LAST REVISED03/02/95.SITE BENCHMARK - TOP OF S.W. BASE BOLT FOR TRAFFIC SIGNAL POLE IN THENORTHWEST QUADRANT OF THE INTX. OF S 316TH ST AND PACIFIC HWY S.ELEVATION: 437.61 FEET2.0' CONTOUR INTERVAL ARE DERIVED FROM DIRECT FIELD OBSERVATIONS -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 CONTOUR INTERVAL OR ±1.0' FOR THIS PROJECTA PARCEL OF LAND SITUATE IN THE SOUTHEAST QUARTER OF SECTION 8,TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY,WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT THE NORTHWEST CORNER OF THE EAST HALF OF THE EASTHALF OF THE SOUTHEAST QUARTER OF SAID SECTION 8;THENCE SOUTHERLY ALONG THE WEST LINE OF LAST SAID SUBDIVISION, SOUTH00°05'30" WEST 1310.21 FEET TO POINT "A";THENCE SOUTH 89°53'44" EAST 30.00 FEET TO A POINT 30.00 FEET TO A POINT30 FEET EAST OF, AS MEASURED AT RIGHT ANGLES, SAID WEST LINE AND THETRUE POINT OF BEGINNING;THENCE NORTHERLY AND PARALLEL WITH SAID WEST LINE, NORTH 00°05'30"EAST 243.95 FEET;THENCE SOUTH 89°53'44" EAST 131.33 FEET;THENCE SOUTH 00°06'16" WEST 26.00 FEET;THENCE SOUTH 89°53'44" EAST 149.00 FEET;THENCE NORTH 00°06'16" EAST 69.17 FEET;THENCE SOUTH 89°41'12" EAST 300.11 FEET TO THE WEST RIGHT OF WAY LINEOF PACIFIC HIGHWAY SOUTH, AS CONDEMNED IN KING COUNTY SUPERIORCOURT CAUSE NO. 171541;THENCE SOUTHERLY ALONG SAID WEST RIGHT OF WAY LINE, SOUTH 00°06'16"WEST 265.06 FEET TO THE NORTH LINE OF A PARCEL OF LAND CONVEYED TOKING COUNTY UNDER RECORDING NO. 8908220306;THENCE WESTERLY ALONG SAID NORTH LINE SOUTH 90°00'00" WEST 20.00 FEETTO AN ANGLE POINT IN SAID PARCEL BOUNDARY LINE;THENCE SOUTHERLY ALONG SAID PARCEL BOUNDARY LINE SOUTH 00°06'16"WEST 20.92 FEET TO A POINT ON A LINE THAT BEARS SOUTH 89°53'44" EASTFROM AFOREMENTIONED POINT "A";THENCE NORTH 89°53'44" WEST 560.38 FEET TO THE POINT OF BEGINNING;(ALSO KNOWN AS PARCEL C, CITY OF FEDERAL WAY BOUNDARY LINEADJUSTMENT NO. 95-0001, RECORDED UNDER RECORDING NO. 9505049003, INKING COUNTY, WASHINGTON).VERTICAL DATUM & CONTOUR INTERVALREFERENCESLEGAL DESCRIPTIONNWASHINGTON COORDINATE SYSTEM, NAD83(2011), NORTH ZONE,DERIVED FROM WASHINGTON STATE REFERENCE NETWORK - ACCEPTED THEBEARING OF N 01°08'01" E FOR THE EAST LINE OF THE SOUTHEAST QUARTER OFSECTION 8, TOWNSHIP 21 N., RANGE 4 E., W.M., BASED ON FOUND MONUMENTSIN CASE.BASIS OF BEARINGS1.2.3.4.5.RECORDS OF KING COUNTY, WASHINGTONCITY OF FEDERAL WAY, BOUNDARY LINE ADJUSTMENT NO. 95-0001, VOL.103, PGS. 163-163FRECORD OF SURVEY, VOL. 142, PG. 68CITY OF FEDERAL WAY, BOUNDARY LINE ADJUSTMENT NO. 06-106111-SU,VOL. 216, PGS. 281-284CITY OF FEDERAL WAY, BOUNDARY LINE ADJUSTMENT NO. 97-0008, VOL.119, PGS. 105-105FRECORD OF SURVEY, VOL. 74, PG. 73LEGENDNEW RESTAURANT IN SOUTHEAST CORNER OF SITESURVEY PURPOSESURVEYOR'S NOTES1.THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF ASURVEY MADE IN JANUARY 2021 AND CAN ONLY BE CONSIDERED ASINDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.2.INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND LEICA TS16ROBOTIC TOTAL STATION AND/OR LEICA GS16 GPS RECEIVER.PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SETBY WAC 332-130-090.3.UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUNDOBSERVATIONS AND AS-BUILT PLANS WHERE AVAILABLE. ACTUALLOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOTSHOWN ON THIS SURVEY MAY EXIST ON THIS SITE.4.SUBJECT PROPERTY TAX PARCEL NO. 0821049174.5.APPROXIMATE SUBJECT PROPERTY AREA IS:150,087± S.F. (3.445 ACRES) AS SURVEYED6.ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTEDFROM CHICAGO TITLE INSURANCE COMPANY'S "ALTA COMMITMENT FORTITLE INSURANCE", CERTIFICATE NO. 204747-SC, DATED DECEMBER 3,2020. IN PREPARING THIS MAP, BBA LAND SURVEYING HAS CONDUCTEDNO INDEPENDENT TITLE SEARCH NOR IS BBA LAND SURVEYING AWAREOF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHERTHAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THEREFERENCED "ALTA COMMITMENT FOR TITLE INSURANCE". BBA LANDSURVEYING HAS RELIED WHOLLY ON CHICAGO TITLE INSURANCECOMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARETHIS SURVEY AND BBA LAND SURVEYING QUALIFIES THE MAP'SACCURACY AND COMPLETENESS TO THAT EXTENT.7.THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONEDESIGNATION "X", PER THE FEDERAL EMERGENCY MANAGEMENTAGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 53033C1230G,WITH AN EFFECTIVE DATE OF AUGUST 19, 2020 FOR COMMUNITY NO.530322, IN KING COUNTY, STATE OF WASHINGTON, WHICH IS THECURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICHTHE PROPERTY IS SITUATED.8.SUBJECT PROPERTY IS ZONED CC-F (CITY CENTER FRAME), PRESENTLYUSED AS RETAIL.SETBACK REQUIREMENTS:FRONT/SIDE/REAR: 0' (SUBJECT TO SPECIAL REGULATIONS)MAXIMUM BUILDING HEIGHT: 35' ABOVE AVERAGE BLDG ELEVMAXIMUM LOT COVERAGE: NONEMINIMUM LOT SIZE: NONEPARKING REQUIREMENT: 1 FOR EACH 300 S.F. OF GROSS FLOOR AREATHE ABOVE ZONING INFORMATION IS PER FEDERAL WAY REVISED CODE,CHAPTER 19.230.020 RETAIL USE, IT WAS NOT PROVIDED BY THEINSURER AS IS REQUIRED BY THE 2016 ALTA/NSPS STANDARDS FORLAND TITLE SURVEYS.9.THE TOTAL NUMBER OF DESIGNATED PARKING SPACES ON THEPROPERTY IS 248, INCLUDING 212 STANDARD SPACES, 3 HANDICAPSPACES, 31 COMPACT SPACES AND 2 CURBSIDE SPACES.10. THERE IS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK,BUILDING CONSTRUCTION OR BUILDING ADDITIONS AT THE PROPERTY.11. THERE IS NO OBSERVED EVIDENCE OF USE OF THE PROPERTY AS ASOLID WASTE DUMP, SUMP OR SANITARY LANDFILL.12.THERE IS NO EVIDENCE OF ANY PROPOSED CHANGES IN STREET RIGHTOF WAY LINES AT THE PROPERTY.13.THERE WERE NO WETLAND DELINEATION MARKERS AT THE PROPERTY.TO:NORTHWEST RESTAURANTS, INC.; KIR FEDERAL WAY 035, LLC, ADELAWARE LIMITED LIABILITY COMPANY; AND CHICAGO TITLE COMPANYOF WASHINGTON;THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ONWHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LANDTITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA ANDNSPS, AND INCLUDES ITEMS 1-18, OF TABLE A, THEREOF. THE FIELDWORK WAS COMPLETED ON JANUARY 30, 2020.MATTERS OF TITLE1.EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTSINCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:GRANTED TO: WASHINGTON NATURAL GAS COMPANYPURPOSE: INSTALLATION AND MAINTENANCE OF EXISTING GASPIPELINES AND FACILITIES AND INSTALLATION AND MAINTENANCE OFEXTENSIONS TO SAID EXISTING PIPELINES AND FACILITIES ANDTERMS AND CONDITIONS FOR TRANSFER OF EXISTING NATURAL GASFACILITIES AND PIPELINESRECORDING DATE: OCTOBER 20, 1965RECORDING NO.: 5943170(BLANKET IN NATURE)2.EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTSINCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:GRANTED TO: KING COUNTY WATER DISTRICT NO. 124, A MUNICIPALCORPORATIONPURPOSE: WATER PIPELINERECORDING DATE: SEPTEMBER 6, 1974RECORDING NO.: 7409060342(SHOWN HEREON)3.AGREEMENT AND EASEMENT AND THE TERMS AND CONDITIONSTHEREOF:BETWEEN: KING COUNTY WATER DISTRICT NO. 124, A MUNICIPALCORPORATIONAND: OLD WORLD SQUARE, INC.RECORDING DATE: JUNE 6, 1983RECORDING NO.: 8306060465REGARDING: CONSTRUCTION OF CERTAIN WATER MAINS ANDAPPURTENANCES AND PAYMENT OF RELATED COSTS(BLANKET IN NATURE)4.RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPONPROPERTY HEREIN DESCRIBED AS GRANTED OR RESERVED IN DEED:IN FAVOR OF: KING COUNTYRECORDING DATE: AUGUST 22, 1989RECORDING NO.: 8908220306(SHOWN HEREON)5.PRETREATMENT AGREEMENT AND THE TERMS AND CONDITIONSTHEREOF:BETWEEN: FEDERAL WAY SHOPPING CENTER ASSOCIATES ANDTEMPURA KITCHENAND: FEDERAL WAY WATER AND SEWER DISTRICTRECORDING DATE: NOVEMBER 19, 1990RECORDING NO.: 9011192014REGARDING: PRETREATMENT OF SEWAGE(CONTAINS BLANKET EASEMENT)6.RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPONPROPERTY HEREIN DESCRIBED AS GRANTED OR RESERVED IN DEED:IN FAVOR OF: KING COUNTYRECORDING DATE: MAY 21, 1991RECORDING NO.: 9105210615SAID INSTRUMENT SUPERSEDES THAT CERTAIN INSTRUMENTRECORDED UNDER RECORDING NO. 9011270106.(SHOWN HEREON)7.AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:BETWEEN: LAKEHAVEN UTILITY DISTRICT, A MUNICIPAL CORPORATIONAND: FEDERAL WAY SHOPPING CENTER ASSOCIATES, A WASHINGTONGENERAL PARTNERSHIP, ET ALRECORDING DATE: JANUARY 23, 1995RECORDING NO.: 9501230408REGARDING: CONSTRUCTION OF SEWER AND WATER DISTRIBUTIONSYSTEMS AND PAYMENT OF COSTS RELATED THERETOMODIFICATION(S) OF SAID AGREEMENT BY INSTRUMENT:RECORDING DATE: AUGUST 31, 1995RECORDING NO.: 9508311164MODIFICATION(S) OF SAID AGREEMENT BY INSTRUMENT:RECORDING DATE: OCTOBER 26, 1995RECORDING NO.: 9510261207CERTIFICATE OF COMPLETION AND RELEASE OF LIEN:RECORDING DATE: APRIL 9, 1997RECORDING NO.: 9704090642(CONTAINS BLANKET EASEMENT)8.COVENANTS, CONDITIONS AND RESTRICTIONS AFFECTING THE ENTIRESHOPPING CENTER BUT OMITTING ANY COVENANTS ORRESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSEBASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION,FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONALORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY,GENDER EXPRESSION, MEDICAL CONDITION OR GENETICINFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERALLAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT ORRESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH INTHE DOCUMENT ENTITLED "MEMORANDUM OF LEASE"RECORDING DATE: FEBRUARY 24, 1995RECORDING NO.: 9502241387(NOT PLOTTABLE)9.COVENANTS, CONDITIONS AND RESTRICTIONS AFFECTING THE ENTIRESHOPPING CENTER BUT OMITTING ANY COVENANTS ORRESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSEBASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION,FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONALORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY,GENDER EXPRESSION, MEDICAL CONDITION OR GENETICINFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERALLAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT ORRESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH INTHE DOCUMENT ENTITLED "MEMORANDUM OF LEASE"RECORDING DATE: APRIL 26, 1995RECORDING NO.: 9504261388(NOT PLOTTABLE)10.COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS,EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDINGSETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY,BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY,INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR,RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITALSTATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, ORSOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE ORFEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT ORRESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ONCITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 95-0001:RECORDING NO: 9505049003(SHOWN HEREON)11.LICENSE FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTSINCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:GRANTED TO: CITY OF FEDERAL WAYPURPOSE: INSPECTING THE CONSTRUCTION OF CERTAINIMPROVEMENTS ON THE PREMISES AND PERFORMANCE OFNECESSARY MAINTENANCE OR WORKRECORDING DATE: MAY 18, 1995RECORDING NO.: 9505181010(BLANKET IN NATURE)12.LICENSE FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTSINCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:GRANTED TO: LAKEHAVEN UTILITY DISTRICTPURPOSE: THE RIGHT TO ENTER THE PROPERTY AND THE DETECTORCHECK VAULT IN ORDER TO READ, INSPECT, REPAIRAND/OR MAINTAIN THE BYPASS METERRECORDING DATE: AUGUST 31, 1995RECORDING NO.: 9508311162(BLANKET IN NATURE)13.COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS BUTOMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDINGBUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION,SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS,DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OFINCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION,MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH INAPPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THATSAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW,AS SET FORTH IN THE DOCUMENT RECORDING DATE: SEPTEMBER 22,1995RECORDING NO.: 9509221084(BLANKET IN NATURE)14.EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTSINCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:GRANTED TO: U.S. WEST COMMUNICATIONS, INC., A COLORADOCORPORATIONPURPOSE: TELECOMMUNICATIONS FACILITIESRECORDING DATE: OCTOBER 5, 1995RECORDING NO.: 9510050962AFFECTS: A PORTION OF SAID PREMISES AS DESCRIBED INDOCUMENT(SHOWN HEREON)15.EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTSINCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:GRANTED TO: PUGET SOUND POWER & LIGHT COMPANY, AWASHINGTON CORPORATIONPURPOSE: ONE OR MORE ELECTRIC TRANSMISSION AND/ORDISTRIBUTION LINES TOGETHER WITH ALL NECESSARY ORCONVENIENT APPURTENANCESRECORDING DATE: DECEMBER 8, 1995RECORDING NO.: 9512080269SAID EASEMENT SUPERSEDES EASEMENTS RECORDED UNDERRECORDING NOS. 5158034, 5551051, 6416134, 7504140361,8702260781 AND 8704240619.(SHOWN HEREON W/BLANKET ACCESS)16.COVENANTS, CONDITIONS AND RESTRICTIONS AFFECTING THE ENTIRESHOPPING CENTER BUT OMITTING ANY COVENANTS ORRESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSEBASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION,FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONALORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY,GENDER EXPRESSION, MEDICAL CONDITION OR GENETICINFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERALLAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT ORRESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH INTHE DOCUMENT ENTITLED "AMENDED MEMORANDUM OF LEASE"RECORDING DATE: JULY 3, 1996RECORDING NO.: 9607030749SAID MEMORANDUM OF LEASE SUPERSEDES THE MEMORANDUM OFLEASE RECORDED UNDER RECORDING NO. 9405111947.(NOT PLOTTABLE)17.EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTSINCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:GRANTED TO: LAKEHAVEN UTILITY DISTRICT, A MUNICIPALCORPORATIONPURPOSE: SEWER FACILITIES WITH NECESSARY APPURTENANCESRECORDING DATE: DECEMBER 31, 1996RECORDING NO.: 9612311903AFFECTS: A PORTION OF SAID PREMISES AND OTHER PROPERTY ASDESCRIBED IN DOCUMENT(SHOWN HEREON)18.EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTSINCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:GRANTED TO: LAKEHAVEN UTILITY DISTRICT, A MUNICIPALCORPORATIONPURPOSE: WATER FACILITIES WITH NECESSARY APPURTENANCESRECORDING DATE: DECEMBER 31, 1996RECORDING NO.: 9612311906(SHOWN HEREON)MARK A. BORYS PLS# 46876 DATE02/09/21SECTION BREAKDOWNNTS SV1 NE 1/4, SE 1/4, SEC. 08, T. 21 N., R. 04 E., W.M.02/09/21 BBA Land Surveying Ph: 206.406.1257 nicoleb@bbasurveying.com www.bbasurveying.com DATE REVISION DRNJOB NO.DRAWN BY:CHECKED BY:DATE:SHEET 2021, BBA LAND SURVEYING, LLC, ALL RIGHTS RESERVEDC ALTA/NSPS LAND TITLE SURVEY NORTHWEST RESTAURANTS, INC. 31519 PACIFIC HWY S FEDERAL WAY, WA 98003 MABRSN2081902/09/20212 OF 2LEGENDNGRAPHIC SCALE01 INCH = FT.6030151530 SV2