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Home My WebLink AboutRS_Lallys SP_APPROVED Technical Information Report_180817_F.pdfFINAL IN COMPIANCE WITH CITY OF RENTON STANDARDS C-17003961 PR-16000363 LUA-16000566 R-3970 DEVELOPMENT ENGINEERING Ann Fowler 08/01/2018 SURFACE WATER UTILITY rstraka 08/03/2018 TABLE OF CONTENTS PAGE 1.0 PROJECT OVERVIEW 1 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2 3.0 OFF-SITE ANALYSIS 4 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 5 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 7 6.0 SPECIAL REPORTS AND STUDIES 7 7.0 OTHER PERMITS 7 8.0 ESC ANALYSIS AND DESIGN 7 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 8 10.0 OPERATIONS AND MAINTENANCE MANUAL 8 TABLE OF APPENDICES APPENDIX SOIL INFORMATION A DRAINAGE PLAN B EROSION AND SEDIMENT CONTROL PLAN C OPERATIONS AND MAINTENANCE MANUAL D DRAINAGE CALCULATIONS BOND QUANTITY WORKSHEET E F 1 | P a g e LALLY’S SHORT PLAT TECHNICAL INFORMATION REPORT 1.0 PROJECT OVERVIEW This report accompanies the drainage review plan prepared for the Lally’s Short Plat, Single Family Residence project on parcel 0088000890 at 10936 SE 164th Street, Renton WA, 98055. The site location is shown in Figure 1, below. The project has been designed to meet the requirements of the 2017 City of Renton Surface Water Design Manual (RSWDM). FIGURE 1 – Vicinity Map The existing, approximate 0.248-acre site is partially developed and is currently covered with existing vegetation. After construction is completed for this permit, the site will include a new residence, paved walkway, and paved driveway. The neighboring parcels contain single-family residences. Historic land cover characteristics are provided below in Table 1 Project Site 2 | P a g e TABLE 1 – PREDEVELOPED AREAS Description Area (ft2) Total (ft2) Impervious --- --- --- Pervious Existing Vegetation 10,798 10,798 Total 10,798 The developed site will consist of a new single-family residence with an estimated roof area of 2,381 square feet, an 1,881 square-foot driveway, 435 square-foot sidewalk with ramps, 352 square feet of newly expanded road, curb, gutter, 3,291 square feet of landscaping and 1,740 square feet of gravel for safe walking routes to the nearest intersections. The developed areas are tallied below in Table 2. The developed sub-basin map is included in Appendix B. The soils present on the project site are identified in the geotechnical report as Alderwood gravelly sandy loam soils (AgC). Stormwater runoff from the roof and driveway areas will be conveyed to the existing stormwater system in SE 164th Street. TABLE 2 – DEVELOPED AREAS Description Area (ft2) Total (ft2) On-site Impervious Roofed Area 2,381 3,916 Driveway 1,535 On-site Pervious Landscaping 3,291 3,291 Off-site Impervious Newly Expanded Road, Curb, & Gutter 352 1,133 Sidewalk 435 Driveway 346 Off-site Impervious Gravel Shoulder 1,740 1,740 Off-site Pervious Landscaping 718 718 10,798 2.0 CONDITIONS AND REQUIREMENTS SUMMARY The pre-developed project site is assumed to have consisted of 10,798 square feet of forest. The developed site will require an addition of 6,789 square feet of new impervious surface including the rooftop area, driveway, sidewalk, and frontage improvement. This project proposes 6,789 square of new impervious area and therefore, does not qualify for Simplified Drainage review. Directed Drainage Review per section 1.1.2.3 will be applied to this project. All nine Core Requirements and all six Special Requirements have been considered in this report, as follows: Core Requirement #1: Discharge at the Natural Location Under existing conditions stormwater runoff flows to the southwest corner of the property and enters a man-made network of ditches and culverts in SE 164th Street. Under developed 3 | P a g e conditions stormwater from the site will continue to be released into the existing ditch system from the areas that will not be infiltrated and from the on-site pervious pavement in the case of overflow. Core Requirement #2: Off-site Analysis The existing downstream system has been reviewed and a downstream map and system description is included in Appendix E. Core Requirement #3: Flow Control Facilities This project will be exempt from flow control requirements because there will be less than a 0.15 CFS increase in the 15-minute, 100-year peak flow rate. Core Requirement #4: Conveyance System All new conveyance pipes will be analyzed to show the following: 1. The conveyance system has sufficient capacity to convey and contain (at minimum) the 25- year peak flow, assuming developed conditions for on-site tributary areas and existing conditions for any off-site tributary areas. 2. The 100-year peak flow to the existing system will not create or aggravate a “severe flooding problem” or “severe erosion problem” as defined in Core Requirement #2 and that any overflow occurring on-site for runoff events up to and including the 100-year event discharges at the natural location for the project site. Core Requirement #5: Erosion and Sediment Control Erosion and sedimentation control will be designed per Appendix D of the RSWDM. Core Requirement #6: Maintenance and Operations An operation and maintenance manual will be included in the final TIR and will provide the necessary guidance for operating and maintaining the on-site stormwater system. Core Requirement #7: Financial Guarantees and Liability A bond quantities worksheet is included in this TIR. Core Requirement #8: Water Quality Facilities The project will be exempt from the requirement to provide basic water quality treatment since less than 5,000 square feet of new or replaced pollution-generating impervious surface (PGIS) is proposed. Core Requirement #9: On-site BMPs BMPs will be applied as described in the Small Lot BMPs section of this TIR. 4 | P a g e Special Requirement #1: Other Adopted Area-Specific Requirements There are no known area-specific special requirements that apply to this project site. Special Requirement #2: Flood Hazard Area Delineations There are no known flood hazard areas on or adjacent to this project. Special Requirement #3: Flood Protection Facilities Flood protection facility special requirements do not apply to this project. The project does not propose to construct a new or modify an existing flood protection facility. Special Requirement #4: Source Controls Since the proposed project is a single family residence, source control measures are not anticipated to be required in conjunction with this project. There is no proposed outside-use or storage of pollutants. Special Requirement #5: Oil Control The proposed project does not require oil control measurements. The site is not considered high- use since it is a single family residence. 3.0 OFF-SITE ANALYSIS The runoff from the site enters a ditch near the southwest corner of the property. The ditch flows to the west along the north side of SE 164th Street and conveys the water through a series of culverts and ditches for approximately 474 feet. The conveyance network is described in the following table starting from the southwest corner of the property: TABLE 3 – DOWNSTREAM CONVEYANCE Type Length (ft) 1 Ditch 98 2 Culvert 19 3 Ditch 22 4 Culvert 19 5 Ditch 61 6 Culvert 24 7 Ditch 32 8 Culvert 156 9 Ditch 29 10 Culvert 14 11 Stream 846 5 | P a g e At the end of the ditch and culvert system the rain water is directed to the north through a catch basin into a stream. The stream begins on parcel 008800031 and continues due north onto parcel 008800030 for about 846 feet to a point past a quarter mile downstream of the project site. 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN Flow Control A WWHM analysis of the historic and developed surfaces has been completed and included in this report. This analysis shows that the 15-minute, 100-year peak flow rate under historic conditions (moderately-sloped forest on type B & C soils) from the area that will be disturbed by this project will not be surpassed by the 100-year peak flow rate under developed conditions by more than 0.15 cfs. This project will, therefore, exempt from providing flow control facilities. Permeable pavement flow control BMPs from Appendix C of the RSWDM will be applied and the credits from Table 1.2.9.A of the RSWDM were applied to the analysis. Under developed conditions, the portion of the property that will be disturbed for construction will be covered by 2,381 square feet of roof (0.055 acres), 2,914 square feet of driveway (0.074 acres), 435 square feet of sidewalk (0.010) and 4,777 square feet of lawn and landscaping (0.110 acres). The on-site driveway will be fully mitigated by paving it with permeable pavement and, therefore, will be modeled as 50% impervious and 50% grass. The area of driveway used in the model includes 50% of on-site driveway, 100% of off-site driveway and off-site impervious. The run-on from the roof does not receive a credit. Impervious area for the model includes 0.074 acres of driveway, 0.055 acres of roof and 0.010 acres of sidewalk. The table below summarizes the inputs to the WWHM model for this project. WWHM MODEL SUMMARY Developed Modeled as Impervious Lawn Pasture Forest Impervious 0.156 acres 0.138 acres 0.018 acres 0.000 acres 0.000 acres Landscaping 0.092 acres 0.000 acres 0.092 acres 0.000 acres 0.000 acres Totals 0.248 acres 0.138 acres 0.110 acres 0.000 acres 0.000acres The results of the model for developed conditions indicate that the 15-minute, 100-year peak flow will be 0.195 cfs. This is less than a 0.15 cfs increase over the 15-minute, the 100-year peak for 0.248 acres of moderately sloping forest on type C soils (0.001 cfs) and this project is, therefore, exempt from providing additional flow control facilities. Detailed calculations are included in Appendix E. BMPs Section C.1.3.1 of the City of Renton Surface Water Design Manual applies to projects on lots smaller than 22,000 square feet and thus the following requirements of this section apply: 6 | P a g e Small Lot BMP Requirements: Mitigation of Impervious Surface: The proposed project is on a site/lot smaller than 22,000 square feet, therefore, flow control BMPs must be applied as specified in Appendix C, Section C.1.3.1 or the project must comply with the LID performance standard. It is infeasible to use full dispersion BMPs as detailed in Appendix C, Section C.2.1.1 because of limited space available on the property. The native vegetative flow path for full dispersion is required be at least 100 feet in length and is not available on the project site. Full infiltration BMP as detailed in Appendix C, Section C.2.2 is not feasible for the same reasons that limited infiltration BMPs are infeasible, listed in this section. It is infeasible to use limited infiltration BMPs as detailed in Appendix C, Section C.2.3 due to space limitations. Per Appendix C, Section C.2.2.2 #3 a minimum 5-foot setback is required for any part of the infiltration device and property lines. Additionally, per Appendix C, Section C.2.2.3 point #7 and Section C.2.2.4 point #6 all infiltrative devices are required to maintain a 15-foot setback from buildings with crawl space or basement with elevations that are below the overflow point of the infiltration system. Therefore, as a result of the applicant proposing a house with a crawl space under the fished floor grade, full infiltration and limited infiltration BMPs are infeasible. Rain garden BMP as detailed in Appendix C. Section 2.12 is infeasible due to the lack of available space. Similarly, Bioretention BMP as detailed on Appendix C, Section C.2.6 is not feasible because limited space on site doesn’t allow for the required storage volume. The geotechnical report provided by JECB indicates that permeable pavement, as detailed in Appendix C, Section C.2.7 of the RSWDM is feasible for this property and, therefore, all 1,535 square feet of the driveway will be constructed of permeable pavement with a 6-inch sand layer beneath the pavement to treat the stormwater runoff and to reduce the risk of ground water contamination. Per the geotechnical engineer’s recommendation, the design shall include 12 to 24 inches of clean rock under the permeable pavement to replace the compacted existing soils. The measured infiltration rate was indicated to be 24.5 inches per hour in the report provided by JECB. Applying a testing factor of 0.3 to account for the EPA falling head method that was used to measure the infiltration rate, a geometry factor of 1.0 to account for what is expected to be at least 4 feet of separation between an impermeable layer and the bottom of the facility and a width of 15 feet, and a plugging factor of 0.7 for sandy loam soils, results in a design infiltration rate of 5.15 inches per hour. Run-on on the permeable pavement is limited to a maximum of 5 times the permeable pavement area. Therefore, the entire 2,381 square feet of roof impervious area will be directed to run-on onto the permeable pavement. Per Appendix C, Section C.2.7, runoff directed to permeable pavement is considered to have met the minimum on-site BMP implementation requirements. To satisfy the overflow requirement, slotted drain pipe will be installed along the property line on the south side of the shared driveway to route flow to the stormwater conveyance system in 164th. This will be accomplished by connecting the slotted drain pipe to catch basin at southwest corner of the shared driveway. 7 | P a g e The WWHM analysis of the permeable pavement indicates that 100% of the runoff from the roof and the driveway (0.09 acres) will be infiltrated. Detailed calculations are included in Appendix E. Water Quality This project is exempt from providing water quality treatment because there will be less than 5,000 square feet of PGIS. 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN Conveyance pipes for the roof will consist of a typical gutter system, splash blocks or similar downspout outlets, and/or 6-inch PVC pipe at a minimum slope of 1% that will adequately convey all of the runoff from the roof to the point of discharge. A new storm system will be installed along the gutter line to replace the existing culvert that conveyed stormwater along the ditch. The system will consist of 12-inch SDR-35 pipes and 28 lineal feet of 16-inch DIP at the most downstream section of the network. A separate on-site network will convey stormwater from an existing 8-inch pipe through a 12-inch SDR-35 pipe network into the public conveyance system. A backwater analysis was performed for the combined network using the Autodesk Hydroflow Storm Sewers Extension software. The incoming flows were approximated using a WWHM model with a 15-minute timestep. The upstream basins and their covers were approximated from the King County iMap application. The upstream basin map can be reviewed in Appendix E. The basin collected by the on-site pipe system (Basin A) has a 25-year peak flow rate of 1.51 cfs and a 100-year peak flow rate of 2.12 cfs, both based on the WWHM model. The basin collected by the right of way culvert replacement has a 25-year peak flow rate of 3.76 cfs and a 100-year peak flow rate of 5.07 cfs, also based on the WWHM model. The results of the backwater analysis indicate that the 25-year peak flow is fully contained in the pipes and the 100-year is fully contained in the pipes and catch basins of the system. For more in-depth reports, please refer to Appendix E for the WWHM report and the backwater analysis. 6.0 SPECIAL REPORTS AND STUDIES A geotechnical report has been included in Appendix A of this TIR. No additional special reports or studies are required for this proposed project. 7.0 OTHER PERMITS A building permit for the proposed house on Lot 2 will be required for this project. 8.0 ESC ANALYSIS AND DESIGN Erosion and sediment control requirements will include the delineation of clearing limits via flagging, proper cover measures for the protection of disturbed areas, perimeter protection with 8 | P a g e silt fencing on an as-needed basis, and a stabilized construction entrance per City of Renton standards. The Erosion and Sediment Control Plan has been included as part of the construction plans and is included in Appendix C. 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT A bond quantities worksheet is attached in Appendix E. 10.0 OPERATIONS AND MAINTENANCE MANUAL The operations and maintenance details for the private facilities are provided in the Operations and Maintenance Manual found in Appendix D. LALLY’S SHORT PLAT SINGLE FAMILY RESIDENCE STORM DRAINAGE FACILITIES OPERATION AND MAINTENANCE MANUAL This Operation and Maintenance Manual is for the stormwater features serving the single family residence located on parcel number 0088000890. The purpose of the stormwater facilities is to provide management of stormwater runoff generated by the home and driveway areas on this property. The storm drainage facilities include permeable pavement for the shared driveway, a slotted drain pipe along the property line on the south side of the shared driveway, and catch basin at southwest corner of the shared driveway. Sediment and trash should be prevented from entering the conveyance system to keep it from clogging. The following pages identify and describe the maintenance tasks associated with the storm drainage facilities. This Operation and Maintenance Manual shall be kept on the premises of the home on parcel number 0088000890 and must be made available for inspection by the City of Renton. The operation and maintenance of the storm drainage facilities will be the responsibility of the home owner. Long-term maintenance shall be performed as described hereinafter. All conveyance systems shall be inspected for sediment and blockages on an annual basis or after large storm events. Catch basin sumps shall be removed of sediment and debris on an annual basis or if a blockage occurs. The main contributors of sediment to the storm system are total suspended solids (TSS) and detritus from trees. The debris collected shall be placed in the trash, not the roadway catch basins. Long-term maintenance of the storm drainage system shall be completed in accordance with the following checklists. Instructions for Use of Maintenance Checklists The following pages contain maintenance needs for most of the components that are part of your drainage system, as well as for some components that you may not have. Ignore requirements that do not apply to your system. You should plan to complete a checklist for all system components on the following schedule: 1. Monthly from November through April. 2. Once in late summer (preferably in September). 3. After any major storm (use 1-inch in 24-hours as a guideline), for items marked “S” only. Using photocopies of the checklist pages, check off the problems that you looked for each time you conducted an inspection. Add comments on problems found and remedy actions taken. Keep these “checked” sheets in your records. Some items do not need to be looked at every time an inspection is done. Use the suggested frequency at the left of each item as a guideline for your inspection. APPENDIX A: SOIL INFORMATION Soil Map—King County Area, Washington Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 4/7/2016 Page 1 of 3525620452562125256220525622852562365256244525625252562605256268525620452562125256220525622852562365256244525625252562605256268560765560773560781560789560797560805560813 560765 560773 560781 560789 560797 560805 560813 47° 27' 25'' N 122° 11' 37'' W47° 27' 25'' N122° 11' 35'' W47° 27' 23'' N 122° 11' 37'' W47° 27' 23'' N 122° 11' 35'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 10N WGS84 0 15 30 60 90Feet 0 5 10 20 30Meters Map Scale: 1:338 if printed on A portrait (8.5" x 11") sheet. Map Unit Legend King County Area, Washington (WA633) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI AgC Alderwood gravelly sandy loam, 8 to 15 percent slopes 0.4 100.0% Totals for Area of Interest 0.4 100.0% Soil Map—King County Area, Washington Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 4/7/2016 Page 3 of 3 APPENDIX B: DRAINAGE PLAN APPENDIX C: EROSION AND SEDIMENT CONTROL APPENDIX D: OPERATIONS AND MAINTENANCE MANUAL LALLY’S SHORT PLAT SINGLE FAMILY RESIDENCE STORM DRAINAGE FACILITIES OPERATION AND MAINTENANCE MANUAL This Operation and Maintenance Manual is for the stormwater features serving the single family residence located on parcel number 0088000890. The purpose of the stormwater facilities is to provide management of stormwater runoff generated by the home and driveway areas on this property. The storm drainage facilities include permeable pavement for the shared driveway, a slotted drain pipe along the property line on the south side of the shared driveway, and catch basin at southwest corner of the shared driveway. Sediment and trash should be prevented from entering the conveyance system to keep it from clogging. The following pages identify and describe the maintenance tasks associated with the storm drainage facilities. This Operation and Maintenance Manual shall be kept on the premises of the home on parcel number 0088000890 and must be made available for inspection by the City of Renton. The operation and maintenance of the storm drainage facilities will be the responsibility of the home owner. Long-term maintenance shall be performed as described hereinafter. All conveyance systems shall be inspected for sediment and blockages on an annual basis or after large storm events. Catch basin sumps shall be removed of sediment and debris on an annual basis or if a blockage occurs. The main contributors of sediment to the storm system are total suspended solids (TSS) and detritus from trees. The debris collected shall be placed in the trash, not the roadway catch basins. Long-term maintenance of the storm drainage system shall be completed in accordance with the following checklists. Instructions for Use of Maintenance Checklists The following pages contain maintenance needs for most of the components that are part of your drainage system, as well as for some components that you may not have. Ignore requirements that do not apply to your system. You should plan to complete a checklist for all system components on the following schedule: 1. Monthly from November through April. 2. Once in late summer (preferably in September). 3. After any major storm (use 1-inch in 24-hours as a guideline), for items marked “S” only. Using photocopies of the checklist pages, check off the problems that you looked for each time you conducted an inspection. Add comments on problems found and remedy actions taken. Keep these “checked” sheets in your records. Some items do not need to be looked at every time an inspection is done. Use the suggested frequency at the left of each item as a guideline for your inspection. APPENDIX A MAINTENANCE REQUIREMENTS FOR STORMWATER FACILITIES AND ON-SITE BMPS 12/12/2016 2017 City of Renton Surface Water Design Manual A-4 NO. 2 – INFILTRATION FACILITIES MAINTENANCE COMPONENT DEFECT OR PROBLEM CONDITIONS WHEN MAINTENANCE IS NEEDED RESULTS EXPECTED WHEN MAINTENANCE IS PERFORMED Site Trash and debris Any trash and debris which exceed 1 cubic foot per 1,000 square feet (this is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general, there should be no visual evidence of dumping. Trash and debris cleared from site. Noxious weeds Any noxious or nuisance vegetation which may constitute a hazard to City personnel or the public. Noxious and nuisance vegetation removed according to applicable regulations. No danger of noxious vegetation where City personnel or the public might normally be. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Excessive growth of grass/groundcover Grass or groundcover exceeds 18 inches in height. Grass or groundcover mowed to a height no greater than 6 inches. Infiltration Pond, Top or Side Slopes of Dam, Berm or Embankment Rodent holes Any evidence of rodent holes if facility is acting as a dam or berm, or any evidence of water piping through dam or berm via rodent holes. Rodents removed or destroyed and dam or berm repaired. Tree growth Tree growth threatens integrity of dams, berms or slopes, does not allow maintenance access, or interferes with maintenance activity. If trees are not a threat to dam, berm, or embankment integrity or not interfering with access or maintenance, they do not need to be removed. Trees do not hinder facility performance or maintenance activities. Erosion Eroded damage over 2 inches deep where cause of damage is still present or where there is potential for continued erosion. Any erosion observed on a compacted slope. Slopes stabilized using appropriate erosion control measures. If erosion is occurring on compacted slope, a licensed civil engineer should be consulted to resolve source of erosion. Settlement Any part of a dam, berm or embankment that has settled 4 inches lower than the design elevation. Top or side slope restored to design dimensions. If settlement is significant, a licensed civil engineer should be consulted to determine the cause of the settlement. Infiltration Pond, Tank, Vault, Trench, or Small Basin Storage Area Sediment accumulation If two inches or more sediment is present or a percolation test indicates facility is working at or less than 90% of design. Facility infiltrates as designed. Liner damaged (If applicable) Liner is visible or pond does not hold water as designed. Liner repaired or replaced. Infiltration Tank Structure Plugged air vent Any blockage of the vent. Tank or vault freely vents. Tank bent out of shape Any part of tank/pipe is bent out of shape more than 10% of its design shape. Tank repaired or replaced to design. Gaps between sections, damaged joints or cracks or tears in wall A gap wider than ½-inch at the joint of any tank sections or any evidence of soil particles entering the tank at a joint or through a wall. No water or soil entering tank through joints or walls. Infiltration Vault Structure Damage to wall, frame, bottom, and/or top slab Cracks wider than ½-inch, any evidence of soil entering the structure through cracks or qualified inspection personnel determines that the vault is not structurally sound. Vault is sealed and structurally sound. APPENDIX A MAINTENANCE REQUIREMENTS FOR STORMWATER FACILITIES AND ON-SITE BMPS 2017 City of Renton Surface Water Design Manual 12/12/2016 A-5 NO. 2 – INFILTRATION FACILITIES MAINTENANCE COMPONENT DEFECT OR PROBLEM CONDITIONS WHEN MAINTENANCE IS NEEDED RESULTS EXPECTED WHEN MAINTENANCE IS PERFORMED Inlet/Outlet Pipes Sediment accumulation Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. Trash and debris Trash and debris accumulated in inlet/outlet pipes (includes floatables and non-floatables). No trash or debris in pipes. Damaged inlet/outlet pipe Cracks wider than ½-inch at the joint of the inlet/outlet pipes or any evidence of soil entering at the joints of the inlet/outlet pipes. No cracks more than ¼-inch wide at the joint of the inlet/outlet pipe. Access Manhole Cover/lid not in place Cover/lid is missing or only partially in place. Any open manhole requires immediate maintenance. Manhole access covered. Locking mechanism not working Mechanism cannot be opened by one maintenance person with proper tools. Bolts cannot be seated. Self-locking cover/lid does not work. Mechanism opens with proper tools. Cover/lid difficult to remove One maintenance person cannot remove cover/lid after applying 80 lbs of lift. Cover/lid can be removed and reinstalled by one maintenance person. Ladder rungs unsafe Missing rungs, misalignment, rust, or cracks. Ladder meets design standards. Allows maintenance person safe access. Large access doors/plate Damaged or difficult to open Large access doors or plates cannot be opened/removed using normal equipment. Replace or repair access door so it can opened as designed. Gaps, doesn't cover completely Large access doors not flat and/or access opening not completely covered. Doors close flat; covers access opening completely. Lifting rings missing, rusted Lifting rings not capable of lifting weight of door or plate. Lifting rings sufficient to lift or remove door or plate. Infiltration Pond, Tank, Vault, Trench, or Small Basin Filter Bags Plugged filter bag (if applicable) Filter bag more than 1/2 full. Replace filter bag or redesign system. Infiltration Pond, Tank, Vault, Trench, or Small Basin Pre- settling Ponds and Vaults Sediment accumulation 6" or more of sediment has accumulated. Pre-settling occurs as designed Infiltration Pond, Rock Filter Plugged rock filter High water level on upstream side of filter remains for extended period of time or little or no water flows through filter during heavy rain storms. Rock filter replaced evaluate need for filter and remove if not necessary. Infiltration Pond Emergency Overflow Spillway Rock missing Only one layer of rock exists above native soil in area five square feet or larger, or any exposure of native soil at the top of out flow path of spillway. Rip-rap on inside slopes need not be replaced. Spillway restored to design standards. Tree growth Tree growth impedes flow or threatens stability of spillway. Trees removed. APPENDIX A MAINTENANCE REQUIREMENTS FOR STORMWATER FACILITIES AND ON-SITE BMPS 12/12/2016 2017 City of Renton Surface Water Design Manual A-10 NO. 5 – CATCH BASINS AND MANHOLES MAINTENANCE COMPONENT DEFECT OR PROBLEM CONDITION WHEN MAINTENANCE IS NEEDED RESULTS EXPECTED WHEN MAINTENANCE IS PERFORMED Structure Sediment accumulation Sediment exceeds 60% of the depth from the bottom of the catch basin to the invert of the lowest pipe into or out of the catch basin or is within 6 inches of the invert of the lowest pipe into or out of the catch basin. Sump of catch basin contains no sediment. Trash and debris Trash or debris of more than ½ cubic foot which is located immediately in front of the catch basin opening or is blocking capacity of the catch basin by more than 10%. No Trash or debris blocking or potentially blocking entrance to catch basin. Trash or debris in the catch basin that exceeds 1/3 the depth from the bottom of basin to invert the lowest pipe into or out of the basin. No trash or debris in the catch basin. Dead animals or vegetation that could generate odors that could cause complaints or dangerous gases (e.g., methane). No dead animals or vegetation present within catch basin. Deposits of garbage exceeding 1 cubic foot in volume. No condition present which would attract or support the breeding of insects or rodents. Damage to frame and/or top slab Corner of frame extends more than ¾ inch past curb face into the street (If applicable). Frame is even with curb. Top slab has holes larger than 2 square inches or cracks wider than ¼ inch. Top slab is free of holes and cracks. Frame not sitting flush on top slab, i.e., separation of more than ¾ inch of the frame from the top slab. Frame is sitting flush on top slab. Cracks in walls or bottom Cracks wider than ½ inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that catch basin is unsound. Catch basin is sealed and is structurally sound. Cracks wider than ½ inch and longer than 1 foot at the joint of any inlet/outlet pipe or any evidence of soil particles entering catch basin through cracks. No cracks more than 1/4 inch wide at the joint of inlet/outlet pipe. Settlement/ misalignment Catch basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Basin replaced or repaired to design standards. Damaged pipe joints Cracks wider than ½-inch at the joint of the inlet/outlet pipes or any evidence of soil entering the catch basin at the joint of the inlet/outlet pipes. No cracks more than ¼-inch wide at the joint of inlet/outlet pipes. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Inlet/Outlet Pipe Sediment accumulation Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. Trash and debris Trash and debris accumulated in inlet/outlet pipes (includes floatables and non-floatables). No trash or debris in pipes. APPENDIX A MAINTENANCE REQUIREMENTS FOR STORMWATER FACILITIES AND ON-SITE BMPS 2017 City of Renton Surface Water Design Manual 12/12/2016 A-11 NO. 5 – CATCH BASINS AND MANHOLES MAINTENANCE COMPONENT DEFECT OR PROBLEM CONDITION WHEN MAINTENANCE IS NEEDED RESULTS EXPECTED WHEN MAINTENANCE IS PERFORMED Inlet/Outlet Pipe (cont.) Damaged inlet/outlet pipe Cracks wider than ½-inch at the joint of the inlet/outlet pipes or any evidence of soil entering at the joints of the inlet/outlet pipes. No cracks more than ¼-inch wide at the joint of the inlet/outlet pipe. Metal Grates (Catch Basins) Unsafe grate opening Grate with opening wider than 7/8 inch. Grate opening meets design standards. Trash and debris Trash and debris that is blocking more than 20% of grate surface. Grate free of trash and debris. footnote to guidelines for disposal Damaged or missing grate Grate missing or broken member(s) of the grate. Any open structure requires urgent maintenance. Grate is in place and meets design standards. Manhole Cover/Lid Cover/lid not in place Cover/lid is missing or only partially in place. Any open structure requires urgent maintenance. Cover/lid protects opening to structure. Locking mechanism not working Mechanism cannot be opened by one maintenance person with proper tools. Bolts cannot be seated. Self-locking cover/lid does not work. Mechanism opens with proper tools. Cover/lid difficult to remove One maintenance person cannot remove cover/lid after applying 80 lbs. of lift. Cover/lid can be removed and reinstalled by one maintenance person. APPENDIX A MAINTENANCE REQUIREMENTS FOR STORMWATER FACILITIES AND ON-SITE BMPS 12/12/2016 2017 City of Renton Surface Water Design Manual A-12 NO. 6 – CONVEYANCE PIPES AND DITCHES MAINTENANCE COMPONENT DEFECT OR PROBLEM CONDITIONS WHEN MAINTENANCE IS NEEDED RESULTS EXPECTED WHEN MAINTENANCE IS PERFORMED Pipes Sediment & debris accumulation Accumulated sediment or debris that exceeds 20% of the diameter of the pipe. Water flows freely through pipes. Vegetation/root growth in pipe Vegetation/roots that reduce free movement of water through pipes. Water flows freely through pipes. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Damage to protective coating or corrosion Protective coating is damaged; rust or corrosion is weakening the structural integrity of any part of pipe. Pipe repaired or replaced. Damaged pipes Any dent that decreases the cross section area of pipe by more than 20% or is determined to have weakened structural integrity of the pipe. Pipe repaired or replaced. Ditches Trash and debris Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Trash and debris cleared from ditches. Sediment accumulation Accumulated sediment that exceeds 20% of the design depth. Ditch cleaned/flushed of all sediment and debris so that it matches design. Noxious weeds Any noxious or nuisance vegetation which may constitute a hazard to City personnel or the public. Noxious and nuisance vegetation removed according to applicable regulations. No danger of noxious vegetation where City personnel or the public might normally be. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Excessive vegetation growth Vegetation that reduces free movement of water through ditches. Water flows freely through ditches. Erosion damage to slopes Any erosion observed on a ditch slope. Slopes are not eroding. Rock lining out of place or missing (If applicable) One layer or less of rock exists above native soil area 5 square feet or more, any exposed native soil. Replace rocks to design standards. APPENDIX A MAINTENANCE REQUIREMENTS FOR STORMWATER FACILITIES AND ON-SITE BMPS 2017 City of Renton Surface Water Design Manual 12/12/2016 A-41 NO. 30 – PERMEABLE PAVEMENT BMP MAINTENANCE COMPONENT DEFECT OR PROBLEM CONDITIONS WHEN MAINTENANCE IS NEEDED RESULTS EXPECTED WHEN MAINTENANCE IS PERFORMED Preventive Surface cleaning/ vegetation control Media surface vacuumed or pressure washed annually, vegetation controlled to design maximum. Weed growth suggesting sediment accumulation. No dirt, sediment, or debris clogging porous media, or vegetation limiting infiltration. Porous Concrete, Porous Asphaltic Concrete, and Permeable Pavers Trash and debris Trash and debris on the pavement interfering with infiltration; leaf drop in fall season. No trash or debris interfering with infiltration. Sediment accumulation Sediment accumulation on the pavement interfering with infiltration; runoff from adjacent areas depositing sediment/debris on pavement. Pavement infiltrates as designed; adjacent areas stabilized. Insufficient infiltration rate Pavement does not infiltrate at a rate of 10 inches per hour. Pavement infiltrates at a rate greater than 10 inches per hour. Excessive ponding Standing water for a long period of time on the surface of the pavement. Standing water infiltrates at the desired rate. Broken or cracked pavement Pavement is broken or cracked. No broken pavement or cracks on the surface of the pavement. Settlement Uneven pavement surface indicating settlement of the subsurface layer. Pavement surface is uniformly level. Moss growth Moss growing on pavement interfering with infiltration. No moss interferes with infiltration. Inflow restricted Inflow to the pavement is diverted, restricted, or depositing sediment and debris on the pavement. Inflow to pavement is unobstructed and not bringing sediment or debris to the pavement. Underdrain not freely flowing Underdrain is not flowing when pavement has been infiltrating water. Underdrain flows freely when water is present. Overflow not controlling excess water Overflow not controlling excess water to desired location; native soil is exposed or other signs of erosion damage are present. Overflow permits excess water to leave the site at the desired location; Overflow is stabilized and appropriately armored. Permeable Pavers Broken or missing pavers Broken or missing paving blocks on surface of pavement. No missing or broken paving blocks interfering with infiltration. Uneven surface Uneven surface due to settlement or scour of fill in the interstices of the paving blocks. Pavement surface is uniformly level. Compaction Poor infiltration due to soil compaction between paving blocks. No soil compaction in the interstices of the paver blocks limiting infiltration. Poor vegetation growth (if applicable) Grass in the interstices of the paving blocks is dead. Healthy grass is growing in the interstices of the paver blocks. APPENDIX E: DRAINAGE CALCULATIONS Kamaljit Lally (425) 204-5600 16422 108th Ave SE Renton, WA 98055 Adam E. Paul, PE AP Consulting Engineers PLLC (253) 347-0887 Lally's Short Plat 23 29 5 10936 SE 164th St Renton, WA 98055 X 05/19/16, 09/23/16 05/19/16, 09/23/16 Black River Drainage Basin Small project drainage review X Alderwood 8-15%Low 1 Dispersed by splash block(s) Surface Area (< 5,000 PGIS) X X X X X X X Splash Block(s) WWHM2012 PROJECT REPORT PERMEABLE PAVEMENT INFILTRATION Lally 4/6/2018 8:10:41 PM Page 2 General Model Information Project Name:Lally Site Name: Site Address: City: Report Date:4/6/2018 Gage:Seatac Data Start:1948/10/01 Data End:2009/09/30 Timestep:15 Minute Precip Scale:1.000 Version Date:2017/04/14 Version:4.2.13 POC Thresholds Low Flow Threshold for POC1:50 Percent of the 2 Year High Flow Threshold for POC1:50 Year Lally 4/6/2018 8:10:41 PM Page 3 Landuse Basin Data Predeveloped Land Use Basin 1 Bypass:No GroundWater:No Pervious Land Use acre A B, Forest, Mod 0.09 Pervious Total 0.09 Impervious Land Use acre Impervious Total 0 Basin Total 0.09 Element Flows To: Surface Interflow Groundwater Lally 4/6/2018 8:10:41 PM Page 4 Mitigated Land Use Lateral I Basin 2 Bypass:No Impervious Land Use acre DRIVEWAYS FLAT LAT 0.09 Element Flows To: Outlet 1 Outlet 2 Permeable Pavement 1 Lally 4/6/2018 8:10:41 PM Page 5 Routing Elements Predeveloped Routing Lally 4/6/2018 8:10:41 PM Page 6 Mitigated Routing Permeable Pavement 1 Pavement Area:0.0328 acre.Pavement Length: 37.80 ft. Pavement Width: 37.80 ft. Pavement slope 1:0 To 1 Pavement thickness: 0.5 Pour Space of Pavement: 0.4 Material thickness of second layer: 1 Pour Space of material for second layer: 0.4 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate:5.15 Infiltration safety factor:1 Total Volume Infiltrated (ac-ft.):18.611 Total Volume Through Riser (ac-ft.):0 Total Volume Through Facility (ac-ft.):18.611 Percent Infiltrated:100 Total Precip Applied to Facility:0 Total Evap From Facility:0.486 Element Flows To: Outlet 1 Outlet 2 Permeable Pavement Hydraulic Table Stage(feet)Area(ac.)Volume(ac-ft.)Discharge(cfs)Infilt(cfs) 0.0000 0.032 0.000 0.000 0.000 0.0222 0.032 0.000 0.000 0.170 0.0444 0.032 0.000 0.000 0.170 0.0667 0.032 0.000 0.000 0.170 0.0889 0.032 0.001 0.000 0.170 0.1111 0.032 0.001 0.000 0.170 0.1333 0.032 0.001 0.000 0.170 0.1556 0.032 0.002 0.000 0.170 0.1778 0.032 0.002 0.000 0.170 0.2000 0.032 0.002 0.000 0.170 0.2222 0.032 0.002 0.000 0.170 0.2444 0.032 0.003 0.000 0.170 0.2667 0.032 0.003 0.000 0.170 0.2889 0.032 0.003 0.000 0.170 0.3111 0.032 0.004 0.000 0.170 0.3333 0.032 0.004 0.000 0.170 0.3556 0.032 0.004 0.000 0.170 0.3778 0.032 0.005 0.000 0.170 0.4000 0.032 0.005 0.000 0.170 0.4222 0.032 0.005 0.000 0.170 0.4444 0.032 0.005 0.000 0.170 0.4667 0.032 0.006 0.000 0.170 0.4889 0.032 0.006 0.000 0.170 0.5111 0.032 0.006 0.000 0.170 0.5333 0.032 0.007 0.000 0.170 0.5556 0.032 0.007 0.000 0.170 0.5778 0.032 0.007 0.000 0.170 0.6000 0.032 0.007 0.000 0.170 0.6222 0.032 0.008 0.000 0.170 Lally 4/6/2018 8:10:41 PM Page 7 0.6444 0.032 0.008 0.000 0.170 0.6667 0.032 0.008 0.000 0.170 0.6889 0.032 0.009 0.000 0.170 0.7111 0.032 0.009 0.000 0.170 0.7333 0.032 0.009 0.000 0.170 0.7556 0.032 0.009 0.000 0.170 0.7778 0.032 0.010 0.000 0.170 0.8000 0.032 0.010 0.000 0.170 0.8222 0.032 0.010 0.000 0.170 0.8444 0.032 0.011 0.000 0.170 0.8667 0.032 0.011 0.000 0.170 0.8889 0.032 0.011 0.000 0.170 0.9111 0.032 0.012 0.000 0.170 0.9333 0.032 0.012 0.000 0.170 0.9556 0.032 0.012 0.000 0.170 0.9778 0.032 0.012 0.000 0.170 1.0000 0.032 0.013 0.000 0.170 1.0222 0.032 0.013 0.000 0.170 1.0444 0.032 0.013 0.000 0.170 1.0667 0.032 0.014 0.000 0.170 1.0889 0.032 0.014 0.000 0.170 1.1111 0.032 0.014 0.000 0.170 1.1333 0.032 0.014 0.000 0.170 1.1556 0.032 0.015 0.000 0.170 1.1778 0.032 0.015 0.000 0.170 1.2000 0.032 0.015 0.000 0.170 1.2222 0.032 0.016 0.000 0.170 1.2444 0.032 0.016 0.000 0.170 1.2667 0.032 0.016 0.000 0.170 1.2889 0.032 0.016 0.000 0.170 1.3111 0.032 0.017 0.000 0.170 1.3333 0.032 0.017 0.000 0.170 1.3556 0.032 0.017 0.000 0.170 1.3778 0.032 0.018 0.000 0.170 1.4000 0.032 0.018 0.000 0.170 1.4222 0.032 0.018 0.000 0.170 1.4444 0.032 0.019 0.000 0.170 1.4667 0.032 0.019 0.000 0.170 1.4889 0.032 0.019 0.000 0.170 1.5111 0.032 0.020 0.019 0.170 1.5333 0.032 0.021 0.101 0.170 1.5556 0.032 0.021 0.218 0.170 1.5778 0.032 0.022 0.361 0.170 1.6000 0.032 0.023 0.526 0.170 1.6222 0.032 0.023 0.711 0.170 1.6444 0.032 0.024 0.914 0.170 1.6667 0.032 0.025 1.132 0.170 1.6889 0.032 0.026 1.366 0.170 1.7111 0.032 0.026 1.615 0.170 1.7333 0.032 0.027 1.876 0.170 1.7556 0.032 0.028 2.151 0.170 1.7778 0.032 0.029 2.437 0.170 1.8000 0.032 0.029 2.735 0.170 1.8222 0.032 0.030 3.045 0.170 1.8444 0.032 0.031 3.365 0.170 1.8667 0.032 0.031 3.696 0.170 1.8889 0.032 0.032 4.037 0.170 1.9111 0.032 0.033 4.388 0.170 Lally 4/6/2018 8:10:42 PM Page 8 1.9333 0.032 0.034 4.749 0.170 1.9556 0.032 0.034 5.119 0.170 1.9778 0.032 0.035 5.498 0.170 2.0000 0.032 0.036 5.886 0.170 Lally 4/6/2018 8:10:42 PM Page 9 Analysis Results POC 1 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area:0.09 Total Impervious Area:0 Mitigated Landuse Totals for POC #1 Total Pervious Area:0 Total Impervious Area:0.122802 Flow Frequency Method:Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.000078 5 year 0.000129 10 year 0.000174 25 year 0.000247 50 year 0.000315 100 year 0.000397 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 50 year 0 100 year 0 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.000 0.000 1950 0.000 0.000 1951 0.000 0.000 1952 0.000 0.000 1953 0.000 0.000 1954 0.000 0.000 1955 0.000 0.000 1956 0.000 0.000 1957 0.000 0.000 1958 0.000 0.000 Lally 4/6/2018 8:11:29 PM Page 10 1959 0.000 0.000 1960 0.000 0.000 1961 0.000 0.000 1962 0.000 0.000 1963 0.000 0.000 1964 0.000 0.000 1965 0.000 0.000 1966 0.000 0.000 1967 0.000 0.000 1968 0.000 0.000 1969 0.000 0.000 1970 0.000 0.000 1971 0.000 0.000 1972 0.001 0.000 1973 0.000 0.000 1974 0.000 0.000 1975 0.000 0.000 1976 0.000 0.000 1977 0.000 0.000 1978 0.000 0.000 1979 0.000 0.000 1980 0.000 0.000 1981 0.000 0.000 1982 0.000 0.000 1983 0.000 0.000 1984 0.000 0.000 1985 0.000 0.000 1986 0.000 0.000 1987 0.000 0.000 1988 0.000 0.000 1989 0.000 0.000 1990 0.000 0.000 1991 0.000 0.000 1992 0.000 0.000 1993 0.000 0.000 1994 0.000 0.000 1995 0.000 0.000 1996 0.001 0.000 1997 0.000 0.000 1998 0.000 0.000 1999 0.000 0.000 2000 0.000 0.000 2001 0.000 0.000 2002 0.000 0.000 2003 0.000 0.000 2004 0.000 0.000 2005 0.000 0.000 2006 0.000 0.000 2007 0.001 0.000 2008 0.000 0.000 2009 0.000 0.000 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.0010 0.0000 2 0.0007 0.0000 3 0.0005 0.0000 Lally 4/6/2018 8:11:29 PM Page 11 4 0.0002 0.0000 5 0.0002 0.0000 6 0.0002 0.0000 7 0.0002 0.0000 8 0.0001 0.0000 9 0.0001 0.0000 10 0.0001 0.0000 11 0.0001 0.0000 12 0.0001 0.0000 13 0.0001 0.0000 14 0.0001 0.0000 15 0.0001 0.0000 16 0.0001 0.0000 17 0.0001 0.0000 18 0.0001 0.0000 19 0.0001 0.0000 20 0.0001 0.0000 21 0.0001 0.0000 22 0.0001 0.0000 23 0.0001 0.0000 24 0.0001 0.0000 25 0.0001 0.0000 26 0.0001 0.0000 27 0.0001 0.0000 28 0.0001 0.0000 29 0.0001 0.0000 30 0.0001 0.0000 31 0.0001 0.0000 32 0.0001 0.0000 33 0.0001 0.0000 34 0.0001 0.0000 35 0.0001 0.0000 36 0.0001 0.0000 37 0.0001 0.0000 38 0.0001 0.0000 39 0.0001 0.0000 40 0.0001 0.0000 41 0.0001 0.0000 42 0.0001 0.0000 43 0.0001 0.0000 44 0.0001 0.0000 45 0.0001 0.0000 46 0.0001 0.0000 47 0.0001 0.0000 48 0.0001 0.0000 49 0.0001 0.0000 50 0.0001 0.0000 51 0.0001 0.0000 52 0.0001 0.0000 53 0.0001 0.0000 54 0.0001 0.0000 55 0.0001 0.0000 56 0.0001 0.0000 57 0.0001 0.0000 58 0.0001 0.0000 59 0.0001 0.0000 60 0.0001 0.0000 61 0.0001 0.0000 Lally 4/6/2018 8:11:29 PM Page 12 Lally 4/6/2018 8:11:29 PM Page 13 Duration Flows The Facility PASSED Flow(cfs)Predev Mit Percentage Pass/Fail 0.0000 2920 0 0 Pass 0.0000 2603 0 0 Pass 0.0000 2190 0 0 Pass 0.0000 1846 0 0 Pass 0.0001 1523 0 0 Pass 0.0001 1374 0 0 Pass 0.0001 1151 0 0 Pass 0.0001 887 0 0 Pass 0.0001 648 0 0 Pass 0.0001 480 0 0 Pass 0.0001 378 0 0 Pass 0.0001 229 0 0 Pass 0.0001 58 0 0 Pass 0.0001 35 0 0 Pass 0.0001 33 0 0 Pass 0.0001 32 0 0 Pass 0.0001 30 0 0 Pass 0.0001 30 0 0 Pass 0.0001 29 0 0 Pass 0.0001 29 0 0 Pass 0.0001 28 0 0 Pass 0.0001 28 0 0 Pass 0.0001 27 0 0 Pass 0.0001 27 0 0 Pass 0.0001 27 0 0 Pass 0.0001 27 0 0 Pass 0.0001 26 0 0 Pass 0.0001 26 0 0 Pass 0.0001 25 0 0 Pass 0.0001 24 0 0 Pass 0.0001 23 0 0 Pass 0.0001 23 0 0 Pass 0.0001 23 0 0 Pass 0.0001 22 0 0 Pass 0.0001 22 0 0 Pass 0.0001 22 0 0 Pass 0.0001 21 0 0 Pass 0.0001 21 0 0 Pass 0.0001 21 0 0 Pass 0.0001 21 0 0 Pass 0.0002 20 0 0 Pass 0.0002 19 0 0 Pass 0.0002 19 0 0 Pass 0.0002 18 0 0 Pass 0.0002 18 0 0 Pass 0.0002 16 0 0 Pass 0.0002 16 0 0 Pass 0.0002 16 0 0 Pass 0.0002 16 0 0 Pass 0.0002 15 0 0 Pass 0.0002 15 0 0 Pass 0.0002 15 0 0 Pass 0.0002 15 0 0 Pass Lally 4/6/2018 8:11:29 PM Page 14 0.0002 15 0 0 Pass 0.0002 14 0 0 Pass 0.0002 13 0 0 Pass 0.0002 13 0 0 Pass 0.0002 13 0 0 Pass 0.0002 13 0 0 Pass 0.0002 13 0 0 Pass 0.0002 13 0 0 Pass 0.0002 12 0 0 Pass 0.0002 11 0 0 Pass 0.0002 11 0 0 Pass 0.0002 11 0 0 Pass 0.0002 11 0 0 Pass 0.0002 11 0 0 Pass 0.0002 11 0 0 Pass 0.0002 10 0 0 Pass 0.0002 10 0 0 Pass 0.0002 9 0 0 Pass 0.0002 9 0 0 Pass 0.0002 9 0 0 Pass 0.0002 9 0 0 Pass 0.0002 9 0 0 Pass 0.0002 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass 0.0003 8 0 0 Pass Lally 4/6/2018 8:11:29 PM Page 15 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. Lally 4/6/2018 8:11:29 PM Page 16 LID Report Lally 4/6/2018 8:11:52 PM Page 17 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. Lally 4/6/2018 8:11:52 PM Page 18 Appendix Predeveloped Schematic Lally 4/6/2018 8:11:52 PM Page 19 Mitigated Schematic Lally 4/6/2018 8:11:52 PM Page 20 Predeveloped UCI File Lally 4/6/2018 8:11:52 PM Page 21 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 Lally.wdm MESSU 25 MitLally.MES 27 MitLally.L61 28 MitLally.L62 30 POCLally1.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 IMPLND 18 IMPLND 16 RCHRES 1 COPY 1 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 Permeable Pavement 1 MAX 1 2 30 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 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 *** in out *** END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* END PRINT-INFO Lally 4/6/2018 8:11:52 PM Page 22 PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 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 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 18 DRIVEWAYS/FLAT LAT 1 1 1 27 0 16 Porous Pavement 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 18 0 0 1 0 0 0 16 0 0 1 0 0 0 END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 18 0 0 4 0 0 0 1 9 16 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 *** 18 0 0 0 0 0 16 0 0 0 0 0 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 18 400 0.01 0.1 0.1 16 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 18 0 0 16 0 0 Lally 4/6/2018 8:11:52 PM Page 23 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 18 0 0 16 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** IMPLND 16 0.0328 RCHRES 1 5 Lateral I Basin 2*** IMPLND 18 2.7437 IMPLND 16 53 ******Routing****** IMPLND 18 2.7437 COPY 1 15 RCHRES 1 1 COPY 501 17 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 <-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 Permeable Paveme-010 2 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 5 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 *** Lally 4/6/2018 8:11:52 PM Page 24 # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> 1 0 4.0 5.0 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 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.032802 0.000000 0.000000 0.000000 0.022222 0.032802 0.000292 0.000000 0.170336 0.044444 0.032802 0.000583 0.000000 0.170336 0.066667 0.032802 0.000875 0.000000 0.170336 0.088889 0.032802 0.001166 0.000000 0.170336 0.111111 0.032802 0.001458 0.000000 0.170336 0.133333 0.032802 0.001749 0.000000 0.170336 0.155556 0.032802 0.002041 0.000000 0.170336 0.177778 0.032802 0.002333 0.000000 0.170336 0.200000 0.032802 0.002624 0.000000 0.170336 0.222222 0.032802 0.002916 0.000000 0.170336 0.244444 0.032802 0.003207 0.000000 0.170336 0.266667 0.032802 0.003499 0.000000 0.170336 0.288889 0.032802 0.003790 0.000000 0.170336 0.311111 0.032802 0.004082 0.000000 0.170336 0.333333 0.032802 0.004374 0.000000 0.170336 0.355556 0.032802 0.004665 0.000000 0.170336 0.377778 0.032802 0.004957 0.000000 0.170336 0.400000 0.032802 0.005248 0.000000 0.170336 0.422222 0.032802 0.005540 0.000000 0.170336 0.444444 0.032802 0.005831 0.000000 0.170336 0.466667 0.032802 0.006123 0.000000 0.170336 0.488889 0.032802 0.006415 0.000000 0.170336 0.511111 0.032802 0.006706 0.000000 0.170336 0.533333 0.032802 0.006998 0.000000 0.170336 0.555556 0.032802 0.007289 0.000000 0.170336 0.577778 0.032802 0.007581 0.000000 0.170336 0.600000 0.032802 0.007872 0.000000 0.170336 0.622222 0.032802 0.008164 0.000000 0.170336 0.644444 0.032802 0.008456 0.000000 0.170336 0.666667 0.032802 0.008747 0.000000 0.170336 0.688889 0.032802 0.009039 0.000000 0.170336 0.711111 0.032802 0.009330 0.000000 0.170336 0.733333 0.032802 0.009622 0.000000 0.170336 0.755556 0.032802 0.009913 0.000000 0.170336 0.777778 0.032802 0.010205 0.000000 0.170336 0.800000 0.032802 0.010497 0.000000 0.170336 0.822222 0.032802 0.010788 0.000000 0.170336 0.844444 0.032802 0.011080 0.000000 0.170336 0.866667 0.032802 0.011371 0.000000 0.170336 0.888889 0.032802 0.011663 0.000000 0.170336 0.911111 0.032802 0.011954 0.000000 0.170336 0.933333 0.032802 0.012246 0.000000 0.170336 0.955556 0.032802 0.012538 0.000000 0.170336 0.977778 0.032802 0.012829 0.000000 0.170336 1.000000 0.032802 0.013121 0.000000 0.170336 1.022222 0.032802 0.013412 0.000000 0.170336 1.044444 0.032802 0.013704 0.000000 0.170336 1.066667 0.032802 0.013995 0.000000 0.170336 1.088889 0.032802 0.014287 0.000000 0.170336 1.111111 0.032802 0.014579 0.000000 0.170336 1.133333 0.032802 0.014870 0.000000 0.170336 1.155556 0.032802 0.015162 0.000000 0.170336 1.177778 0.032802 0.015453 0.000000 0.170336 1.200000 0.032802 0.015745 0.000000 0.170336 1.222222 0.032802 0.016036 0.000000 0.170336 Lally 4/6/2018 8:11:52 PM Page 25 1.244444 0.032802 0.016328 0.000000 0.170336 1.266667 0.032802 0.016620 0.000000 0.170336 1.288889 0.032802 0.016911 0.000000 0.170336 1.311111 0.032802 0.017203 0.000000 0.170336 1.333333 0.032802 0.017494 0.000000 0.170336 1.355556 0.032802 0.017786 0.000000 0.170336 1.377778 0.032802 0.018077 0.000000 0.170336 1.400000 0.032802 0.018369 0.000000 0.170336 1.422222 0.032802 0.018660 0.000000 0.170336 1.444444 0.032802 0.018952 0.000000 0.170336 1.466667 0.032802 0.019244 0.000000 0.170336 1.488889 0.032802 0.019535 0.000000 0.170336 1.511111 0.032802 0.020264 0.019501 0.170336 1.533333 0.032802 0.020993 0.101329 0.170336 1.555556 0.032802 0.021722 0.218025 0.170336 1.577778 0.032802 0.022451 0.361158 0.170336 1.600000 0.032802 0.023180 0.526519 0.170336 1.622222 0.032802 0.023909 0.711442 0.170336 1.644444 0.032802 0.024638 0.914041 0.170336 1.666667 0.032802 0.025367 1.132889 0.170336 1.688889 0.032802 0.026096 1.366859 0.170336 1.711111 0.032802 0.026824 1.615031 0.170336 1.733333 0.032802 0.027553 1.876633 0.170336 1.755556 0.032802 0.028282 2.151009 0.170336 1.777778 0.032802 0.029011 2.437589 0.170336 1.800000 0.032802 0.029740 2.735874 0.170336 1.822222 0.032802 0.030469 3.045422 0.170336 1.844444 0.032802 0.031198 3.365836 0.170336 1.866667 0.032802 0.031927 3.696761 0.170336 1.888889 0.032802 0.032656 4.037872 0.170336 1.911111 0.032802 0.033385 4.388873 0.170336 1.933333 0.032802 0.034114 4.749494 0.170336 1.955556 0.032802 0.034843 5.119485 0.170336 1.977778 0.032802 0.035572 5.498613 0.170336 2.000000 0.032802 0.036300 5.886664 0.170336 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 WDM 1 EVAP ENGL 0.76 RCHRES 1 EXTNL POTEV 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 END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 5 IMPLND IWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 5 MASS-LINK 15 IMPLND IWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 15 MASS-LINK 17 RCHRES OFLOW OVOL 1 COPY INPUT MEAN END MASS-LINK 17 Lally 4/6/2018 8:11:52 PM Page 26 MASS-LINK 53 IMPLND IWATER SURO IMPLND EXTNL SURLI END MASS-LINK 53 END MASS-LINK END RUN Lally 4/6/2018 8:11:52 PM Page 27 Predeveloped HSPF Message File Lally 4/6/2018 8:11:52 PM Page 28 Mitigated HSPF Message File Lally 4/6/2018 8:11:52 PM Page 29 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. 2005-2018; 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 113TH AVE SESE 164TH ST.BASIN A:TOTAL: 5.84 ACIMP: 0.80 ACFOREST: 1.26 ACGRASS: 3.78 AC25YR: 1.51 CFS100YR: 2.12 CFSBASIN B:TOTAL: 7.61 ACIMP: 1.18 ACFOREST: 1.61 ACGRASS: 4.82 ACBASIN C:TOTAL: 5.12 ACIMP: 1.52 ACFOREST: 0.0 ACGRASS: 3.60 ACBASIN BC:25YR: 3.76 CFS100YR: 5.07 CFSUPSTREAM BASINS WWHM2012 PROJECT REPORT Lally 5/11/2018 3:50:02 PM Page 2 General Model Information Project Name:Lally Site Name: Site Address: City: Report Date:5/11/2018 Gage:Seatac Data Start:1948/10/01 Data End:2009/09/30 Timestep:15 Minute Precip Scale:1.000 Version Date:2017/04/14 Version:4.2.13 POC Thresholds Low Flow Threshold for POC1:50 Percent of the 2 Year High Flow Threshold for POC1:50 Year Lally 5/11/2018 3:50:02 PM Page 3 Landuse Basin Data Predeveloped Land Use Basin 1 Bypass:No GroundWater:No Pervious Land Use acre A B, Forest, Mod 0.248 Pervious Total 0.248 Impervious Land Use acre Impervious Total 0 Basin Total 0.248 Element Flows To: Surface Interflow Groundwater Lally 5/11/2018 3:50:02 PM Page 4 Mitigated Land Use Basin 1 Bypass:No GroundWater:No Pervious Land Use acre A B, Lawn, Mod 0.11 Pervious Total 0.11 Impervious Land Use acre ROOF TOPS FLAT 0.055 DRIVEWAYS MOD 0.073 SIDEWALKS MOD 0.01 Impervious Total 0.138 Basin Total 0.248 Element Flows To: Surface Interflow Groundwater Lally 5/11/2018 3:50:02 PM Page 5 Routing Elements Predeveloped Routing Lally 5/11/2018 3:50:02 PM Page 6 Mitigated Routing Lally 5/11/2018 3:50:02 PM Page 7 Analysis Results POC 1 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area:0.248 Total Impervious Area:0 Mitigated Landuse Totals for POC #1 Total Pervious Area:0.11 Total Impervious Area:0.138 Flow Frequency Method:Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.000215 5 year 0.000355 10 year 0.000479 25 year 0.000681 50 year 0.000868 100 year 0.001093 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.058246 5 year 0.075052 10 year 0.086885 25 year 0.102676 50 year 0.115067 100 year 0.128013 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.000 0.075 1950 0.001 0.078 1951 0.001 0.049 1952 0.000 0.038 1953 0.000 0.045 1954 0.000 0.048 1955 0.000 0.055 1956 0.000 0.049 1957 0.000 0.056 1958 0.000 0.047 Lally 5/11/2018 3:50:34 PM Page 8 1959 0.000 0.051 1960 0.000 0.049 1961 0.000 0.048 1962 0.000 0.043 1963 0.000 0.051 1964 0.000 0.049 1965 0.000 0.058 1966 0.000 0.040 1967 0.000 0.074 1968 0.000 0.086 1969 0.000 0.053 1970 0.000 0.053 1971 0.000 0.064 1972 0.001 0.070 1973 0.000 0.041 1974 0.000 0.059 1975 0.000 0.065 1976 0.000 0.047 1977 0.000 0.048 1978 0.000 0.067 1979 0.000 0.084 1980 0.000 0.082 1981 0.000 0.057 1982 0.000 0.081 1983 0.000 0.067 1984 0.000 0.042 1985 0.000 0.055 1986 0.000 0.049 1987 0.000 0.077 1988 0.000 0.047 1989 0.000 0.072 1990 0.000 0.121 1991 0.000 0.089 1992 0.000 0.041 1993 0.000 0.047 1994 0.000 0.044 1995 0.000 0.051 1996 0.002 0.070 1997 0.000 0.056 1998 0.000 0.055 1999 0.000 0.115 2000 0.000 0.055 2001 0.000 0.065 2002 0.000 0.067 2003 0.000 0.065 2004 0.000 0.111 2005 0.000 0.045 2006 0.000 0.045 2007 0.003 0.117 2008 0.000 0.084 2009 0.000 0.079 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.0029 0.1213 2 0.0019 0.1175 3 0.0014 0.1153 Lally 5/11/2018 3:50:34 PM Page 9 4 0.0005 0.1106 5 0.0005 0.0894 6 0.0005 0.0858 7 0.0004 0.0843 8 0.0002 0.0837 9 0.0002 0.0823 10 0.0002 0.0814 11 0.0002 0.0789 12 0.0002 0.0780 13 0.0002 0.0768 14 0.0002 0.0745 15 0.0002 0.0742 16 0.0002 0.0720 17 0.0002 0.0698 18 0.0002 0.0695 19 0.0002 0.0672 20 0.0002 0.0671 21 0.0002 0.0670 22 0.0002 0.0653 23 0.0002 0.0653 24 0.0002 0.0650 25 0.0002 0.0641 26 0.0002 0.0593 27 0.0002 0.0584 28 0.0002 0.0572 29 0.0002 0.0562 30 0.0002 0.0560 31 0.0002 0.0554 32 0.0002 0.0549 33 0.0002 0.0548 34 0.0002 0.0546 35 0.0002 0.0531 36 0.0002 0.0525 37 0.0002 0.0514 38 0.0002 0.0510 39 0.0002 0.0505 40 0.0002 0.0494 41 0.0002 0.0493 42 0.0002 0.0493 43 0.0002 0.0491 44 0.0002 0.0490 45 0.0002 0.0484 46 0.0002 0.0479 47 0.0002 0.0478 48 0.0002 0.0474 49 0.0002 0.0474 50 0.0002 0.0474 51 0.0002 0.0471 52 0.0002 0.0453 53 0.0002 0.0451 54 0.0002 0.0448 55 0.0002 0.0438 56 0.0002 0.0425 57 0.0002 0.0417 58 0.0002 0.0413 59 0.0002 0.0412 60 0.0002 0.0405 61 0.0002 0.0379 Lally 5/11/2018 3:50:34 PM Page 10 Lally 5/11/2018 3:50:34 PM Page 11 Duration Flows Flow(cfs)Predev Mit Percentage Pass/Fail 0.0001 2952 352487 11940 Fail 0.0001 2496 346712 13890 Fail 0.0001 2160 341793 15823 Fail 0.0001 1822 336660 18477 Fail 0.0001 1515 331954 21911 Fail 0.0001 1327 327890 24709 Fail 0.0002 1099 323613 29446 Fail 0.0002 856 319549 37330 Fail 0.0002 648 316126 48784 Fail 0.0002 485 312490 64430 Fail 0.0002 338 309068 91440 Fail 0.0002 190 305646 160866 Fail 0.0002 47 302865 644393 Fail 0.0002 35 299871 856774 Fail 0.0002 33 296877 899627 Fail 0.0002 32 294524 920387 Fail 0.0002 30 291743 972476 Fail 0.0002 29 289177 997162 Fail 0.0002 29 286824 989048 Fail 0.0003 29 284471 980934 Fail 0.0003 28 282118 1007564 Fail 0.0003 28 280193 1000689 Fail 0.0003 27 277841 1029040 Fail 0.0003 27 275702 1021118 Fail 0.0003 27 273991 1014781 Fail 0.0003 27 271852 1006859 Fail 0.0003 26 269927 1038180 Fail 0.0003 26 268216 1031600 Fail 0.0003 25 266291 1065164 Fail 0.0003 24 264579 1102412 Fail 0.0003 23 262868 1142904 Fail 0.0003 23 261371 1136395 Fail 0.0004 23 259660 1128956 Fail 0.0004 22 257949 1172495 Fail 0.0004 22 256452 1165690 Fail 0.0004 21 254954 1214066 Fail 0.0004 21 253243 1205919 Fail 0.0004 21 251960 1199809 Fail 0.0004 21 250463 1192680 Fail 0.0004 21 248966 1185552 Fail 0.0004 20 247682 1238410 Fail 0.0004 19 246399 1296836 Fail 0.0004 19 244902 1288957 Fail 0.0004 18 243832 1354622 Fail 0.0004 18 242549 1347494 Fail 0.0005 16 241052 1506575 Fail 0.0005 16 239982 1499887 Fail 0.0005 16 238699 1491868 Fail 0.0005 16 237416 1483850 Fail 0.0005 15 236346 1575640 Fail 0.0005 15 235277 1568513 Fail 0.0005 15 233993 1559953 Fail 0.0005 15 232924 1552826 Fail 0.0005 15 231855 1545700 Fail Lally 5/11/2018 3:50:34 PM Page 12 0.0005 14 230785 1648464 Fail 0.0005 13 229502 1765400 Fail 0.0005 13 228646 1758815 Fail 0.0005 13 227577 1750592 Fail 0.0006 13 226507 1742361 Fail 0.0006 13 225652 1735784 Fail 0.0006 13 224582 1727553 Fail 0.0006 12 223513 1862608 Fail 0.0006 11 222657 2024154 Fail 0.0006 11 221588 2014436 Fail 0.0006 11 220732 2006654 Fail 0.0006 11 219877 1998881 Fail 0.0006 11 218807 1989154 Fail 0.0006 10 217952 2179520 Fail 0.0006 10 217096 2170960 Fail 0.0006 10 216241 2162410 Fail 0.0006 9 215171 2390788 Fail 0.0007 9 214530 2383666 Fail 0.0007 9 213567 2372966 Fail 0.0007 9 212733 2363700 Fail 0.0007 9 211963 2355144 Fail 0.0007 8 211129 2639112 Fail 0.0007 8 210231 2627887 Fail 0.0007 8 209418 2617725 Fail 0.0007 8 208712 2608900 Fail 0.0007 8 207878 2598475 Fail 0.0007 8 207108 2588850 Fail 0.0007 8 206338 2579225 Fail 0.0007 8 205568 2569600 Fail 0.0007 8 204776 2559700 Fail 0.0008 8 204135 2551687 Fail 0.0008 8 203365 2542062 Fail 0.0008 8 202595 2532437 Fail 0.0008 8 201932 2524150 Fail 0.0008 8 201183 2514787 Fail 0.0008 8 200456 2505700 Fail 0.0008 8 199836 2497950 Fail 0.0008 8 199130 2489125 Fail 0.0008 8 198381 2479762 Fail 0.0008 8 197718 2471475 Fail 0.0008 8 196991 2462387 Fail 0.0008 8 196306 2453825 Fail 0.0008 8 195708 2446350 Fail 0.0009 8 195044 2438050 Fail 0.0009 8 194381 2429762 Fail 0.0009 8 193718 2421475 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. Lally 5/11/2018 3:50:35 PM Page 13 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. Lally 5/11/2018 3:50:35 PM Page 14 LID Report Lally 5/11/2018 3:50:44 PM Page 15 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. Lally 5/11/2018 3:50:44 PM Page 16 Appendix Predeveloped Schematic Lally 5/11/2018 3:50:44 PM Page 17 Mitigated Schematic Lally 5/11/2018 3:50:44 PM Page 18 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 Lally.wdm MESSU 25 PreLally.MES 27 PreLally.L61 28 PreLally.L62 30 POCLally1.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 2 COPY 501 DISPLY 1 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 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 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 *** in out *** 2 A/B, Forest, Mod 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 *** 2 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 ********* 2 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO Lally 5/11/2018 3:50:44 PM Page 19 PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 2 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 2 0 5 2 400 0.1 0.3 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 2 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 2 0.2 0.5 0.35 0 0.7 0.7 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 2 0 0 0 0 3 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS END IWAT-STATE1 Lally 5/11/2018 3:50:44 PM Page 20 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** Basin 1*** PERLND 2 0.248 COPY 501 12 PERLND 2 0.248 COPY 501 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 <-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 *** 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 Lally 5/11/2018 3:50:44 PM Page 21 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 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 PERLND PWATER IFWO 0.083333 COPY INPUT MEAN END MASS-LINK 13 END MASS-LINK END RUN Lally 5/11/2018 3:50:44 PM Page 22 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 Lally.wdm MESSU 25 MitLally.MES 27 MitLally.L61 28 MitLally.L62 30 POCLally1.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 8 IMPLND 4 IMPLND 6 IMPLND 9 COPY 501 DISPLY 1 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 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 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 *** in out *** 8 A/B, Lawn, Mod 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 *** 8 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 ********* Lally 5/11/2018 3:50:44 PM Page 23 8 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 *** 8 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 8 0 5 0.8 400 0.1 0.3 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 8 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 8 0.1 0.5 0.25 0 0.7 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 8 0 0 0 0 3 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 6 DRIVEWAYS/MOD 1 1 1 27 0 9 SIDEWALKS/MOD 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 6 0 0 1 0 0 0 9 0 0 1 0 0 0 END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 4 0 0 4 0 0 0 1 9 6 0 0 4 0 0 0 1 9 9 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 6 0 0 0 0 0 9 0 0 0 0 0 END IWAT-PARM1 Lally 5/11/2018 3:50:44 PM Page 24 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 4 400 0.01 0.1 0.1 6 400 0.05 0.1 0.08 9 400 0.05 0.1 0.08 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 4 0 0 6 0 0 9 0 0 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 4 0 0 6 0 0 9 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** Basin 1*** PERLND 8 0.11 COPY 501 12 PERLND 8 0.11 COPY 501 13 IMPLND 4 0.055 COPY 501 15 IMPLND 6 0.073 COPY 501 15 IMPLND 9 0.01 COPY 501 15 ******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 <-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 *** 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 *** Lally 5/11/2018 3:50:44 PM Page 25 # - # 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 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 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 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 Lally 5/11/2018 3:50:44 PM Page 26 Predeveloped HSPF Message File Lally 5/11/2018 3:50:44 PM Page 27 Mitigated HSPF Message File Lally 5/11/2018 3:50:44 PM Page 28 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. 2005-2018; 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 WWHM2012 PROJECT REPORT BACKWATER BASINS Lallys Upstream 12/27/2017 8:34:12 AM Page 2 General Model Information Project Name:Lallys Upstream Site Name: Site Address: City: Report Date:12/27/2017 Gage:Seatac Data Start:1948/10/01 Data End:2009/09/30 Timestep:15 Minute Precip Scale:0.00 (adjusted) Version Date:2016/02/25 Version:4.2.12 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 Lallys Upstream 12/27/2017 8:34:12 AM Page 3 Landuse Basin Data Predeveloped Land Use A Bypass:No GroundWater:No Pervious Land Use acre C, Forest, Flat 5.84 Pervious Total 0 Impervious Land Use acre Impervious Total 0 Basin Total 0 Element Flows To: Surface Interflow Groundwater Lallys Upstream 12/27/2017 8:34:12 AM Page 4 B Bypass:No GroundWater:No Pervious Land Use acre C, Forest, Flat 7.61 Pervious Total 0 Impervious Land Use acre Impervious Total 0 Basin Total 0 Element Flows To: Surface Interflow Groundwater Lallys Upstream 12/27/2017 8:34:12 AM Page 5 C Bypass:No GroundWater:No Pervious Land Use acre C, Forest, Flat 5.12 Pervious Total 0 Impervious Land Use acre Impervious Total 0 Basin Total 0 Element Flows To: Surface Interflow Groundwater Lallys Upstream 12/27/2017 8:34:12 AM Page 6 Mitigated Land Use A Bypass:No GroundWater:No Pervious Land Use acre C, Forest, Flat 1.26 C, Lawn, Flat 3.78 Pervious Total 0 Impervious Land Use acre ROADS FLAT 0.8 Impervious Total 0 Basin Total 0 Element Flows To: Surface Interflow Groundwater Lallys Upstream 12/27/2017 8:34:12 AM Page 7 B Bypass:No GroundWater:No Pervious Land Use acre C, Forest, Flat 1.61 C, Lawn, Flat 4.82 Pervious Total 0 Impervious Land Use acre ROADS FLAT 1.18 Impervious Total 0 Basin Total 0 Element Flows To: Surface Interflow Groundwater Lallys Upstream 12/27/2017 8:34:12 AM Page 8 C Bypass:No GroundWater:No Pervious Land Use acre C, Lawn, Flat 3.6 Pervious Total 0 Impervious Land Use acre ROADS FLAT 1.52 Impervious Total 0 Basin Total 0 Element Flows To: Surface Interflow Groundwater Lallys Upstream 12/27/2017 8:34:12 AM Page 9 Routing Elements Predeveloped Routing Lallys Upstream 12/27/2017 8:34:12 AM Page 10 Mitigated Routing Lallys Upstream 12/27/2017 8:34:12 AM Page 11 Analysis Results POC 1 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area:5.84 Total Impervious Area:0 Mitigated Landuse Totals for POC #1 Total Pervious Area:5.04 Total Impervious Area:0.8 Flow Frequency Method:Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.171701 5 year 0.269663 10 year 0.32518 25 year 0.383995 50 year 0.42039 100 year 0.451345 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.599995 5 year 0.917107 10 year 1.161009 25 year 1.509227 50 year 1.798709 100 year 2.114844 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.169 1.008 1950 0.210 1.067 1951 0.378 0.624 1952 0.119 0.352 1953 0.096 0.295 1954 0.148 0.471 1955 0.236 0.487 1956 0.188 0.509 1957 0.152 0.706 1958 0.171 0.397 Lallys Upstream 12/27/2017 8:34:52 AM Page 12 1959 0.146 0.333 1960 0.256 0.675 1961 0.144 0.555 1962 0.090 0.315 1963 0.123 0.536 1964 0.162 0.481 1965 0.116 0.753 1966 0.112 0.373 1967 0.233 1.083 1968 0.146 0.752 1969 0.142 0.666 1970 0.117 0.541 1971 0.126 0.692 1972 0.282 0.981 1973 0.128 0.322 1974 0.139 0.660 1975 0.188 0.747 1976 0.136 0.524 1977 0.016 0.454 1978 0.119 0.536 1979 0.072 0.504 1980 0.267 1.176 1981 0.107 0.545 1982 0.205 1.140 1983 0.184 0.554 1984 0.114 0.421 1985 0.067 0.554 1986 0.298 0.622 1987 0.263 0.601 1988 0.104 0.259 1989 0.068 0.324 1990 0.550 2.083 1991 0.331 1.386 1992 0.128 0.452 1993 0.133 0.287 1994 0.045 0.227 1995 0.191 0.461 1996 0.402 0.958 1997 0.336 0.703 1998 0.076 0.523 1999 0.315 1.476 2000 0.133 0.596 2001 0.024 0.405 2002 0.145 0.966 2003 0.186 0.784 2004 0.240 1.217 2005 0.172 0.606 2006 0.203 0.592 2007 0.409 1.889 2008 0.527 1.356 2009 0.259 0.793 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.5504 2.0834 2 0.5270 1.8893 3 0.4085 1.4758 Lallys Upstream 12/27/2017 8:34:52 AM Page 13 4 0.4023 1.3855 5 0.3781 1.3564 6 0.3363 1.2174 7 0.3314 1.1763 8 0.3154 1.1401 9 0.2976 1.0832 10 0.2816 1.0669 11 0.2668 1.0079 12 0.2632 0.9814 13 0.2588 0.9662 14 0.2557 0.9584 15 0.2403 0.7932 16 0.2360 0.7836 17 0.2335 0.7529 18 0.2103 0.7517 19 0.2051 0.7473 20 0.2033 0.7059 21 0.1909 0.7029 22 0.1881 0.6917 23 0.1878 0.6753 24 0.1856 0.6655 25 0.1839 0.6603 26 0.1724 0.6238 27 0.1707 0.6220 28 0.1687 0.6062 29 0.1622 0.6011 30 0.1515 0.5964 31 0.1480 0.5922 32 0.1464 0.5552 33 0.1456 0.5544 34 0.1455 0.5542 35 0.1442 0.5450 36 0.1425 0.5407 37 0.1388 0.5358 38 0.1360 0.5357 39 0.1331 0.5239 40 0.1328 0.5232 41 0.1279 0.5091 42 0.1278 0.5041 43 0.1257 0.4871 44 0.1232 0.4812 45 0.1193 0.4712 46 0.1191 0.4612 47 0.1175 0.4540 48 0.1161 0.4515 49 0.1135 0.4210 50 0.1116 0.4045 51 0.1066 0.3975 52 0.1039 0.3731 53 0.0964 0.3517 54 0.0897 0.3325 55 0.0761 0.3237 56 0.0721 0.3220 57 0.0678 0.3145 58 0.0674 0.2946 59 0.0447 0.2868 60 0.0238 0.2587 61 0.0162 0.2272 Lallys Upstream 12/27/2017 8:34:52 AM Page 14 Lallys Upstream 12/27/2017 8:34:52 AM Page 15 Duration Flows Flow(cfs)Predev Mit Percentage Pass/Fail 0.0859 17941 56017 312 Fail 0.0892 16241 51226 315 Fail 0.0926 15175 47868 315 Fail 0.0960 14134 44895 317 Fail 0.0994 12919 41259 319 Fail 0.1027 12018 38671 321 Fail 0.1061 10928 35591 325 Fail 0.1095 10215 33495 327 Fail 0.1129 9561 31484 329 Fail 0.1163 8782 29046 330 Fail 0.1196 8260 27399 331 Fail 0.1230 7593 25367 334 Fail 0.1264 7118 23913 335 Fail 0.1298 6686 22522 336 Fail 0.1332 6164 20888 338 Fail 0.1365 5828 19812 339 Fail 0.1399 5529 18698 338 Fail 0.1433 5135 17357 338 Fail 0.1467 4866 16482 338 Fail 0.1501 4528 15355 339 Fail 0.1534 4284 14585 340 Fail 0.1568 4068 13849 340 Fail 0.1602 3799 12927 340 Fail 0.1636 3578 12284 343 Fail 0.1670 3397 11693 344 Fail 0.1703 3153 10953 347 Fail 0.1737 2984 10429 349 Fail 0.1771 2789 9745 349 Fail 0.1805 2620 9289 354 Fail 0.1838 2479 8885 358 Fail 0.1872 2314 8357 361 Fail 0.1906 2177 7995 367 Fail 0.1940 2067 7627 368 Fail 0.1974 1911 7219 377 Fail 0.2007 1813 6926 382 Fail 0.2041 1694 6517 384 Fail 0.2075 1605 6250 389 Fail 0.2109 1516 6002 395 Fail 0.2143 1387 5668 408 Fail 0.2176 1305 5426 415 Fail 0.2210 1218 5135 421 Fail 0.2244 1160 4932 425 Fail 0.2278 1107 4740 428 Fail 0.2312 1049 4509 429 Fail 0.2345 1006 4318 429 Fail 0.2379 951 4152 436 Fail 0.2413 888 3927 442 Fail 0.2447 846 3769 445 Fail 0.2481 789 3585 454 Fail 0.2514 746 3469 465 Fail 0.2548 721 3339 463 Fail 0.2582 673 3170 471 Fail 0.2616 634 3056 482 Fail 0.2649 605 2954 488 Fail Lallys Upstream 12/27/2017 8:34:52 AM Page 16 0.2683 569 2815 494 Fail 0.2717 542 2716 501 Fail 0.2751 497 2579 518 Fail 0.2785 476 2492 523 Fail 0.2818 445 2408 541 Fail 0.2852 402 2310 574 Fail 0.2886 376 2231 593 Fail 0.2920 353 2147 608 Fail 0.2954 326 2033 623 Fail 0.2987 301 1969 654 Fail 0.3021 273 1889 691 Fail 0.3055 259 1828 705 Fail 0.3089 239 1768 739 Fail 0.3123 218 1699 779 Fail 0.3156 202 1643 813 Fail 0.3190 180 1564 868 Fail 0.3224 158 1513 957 Fail 0.3258 146 1458 998 Fail 0.3292 130 1404 1080 Fail 0.3325 119 1373 1153 Fail 0.3359 111 1327 1195 Fail 0.3393 97 1279 1318 Fail 0.3427 93 1236 1329 Fail 0.3460 82 1192 1453 Fail 0.3494 78 1139 1460 Fail 0.3528 69 1107 1604 Fail 0.3562 61 1059 1736 Fail 0.3596 55 1024 1861 Fail 0.3629 48 999 2081 Fail 0.3663 42 966 2300 Fail 0.3697 38 939 2471 Fail 0.3731 33 906 2745 Fail 0.3765 28 878 3135 Fail 0.3798 24 847 3529 Fail 0.3832 21 820 3904 Fail 0.3866 20 795 3975 Fail 0.3900 19 777 4089 Fail 0.3934 17 759 4464 Fail 0.3967 14 735 5250 Fail 0.4001 12 705 5875 Fail 0.4035 9 682 7577 Fail 0.4069 4 660 16500 Fail 0.4103 3 640 21333 Fail 0.4136 3 624 20800 Fail 0.4170 3 593 19766 Fail 0.4204 3 580 19333 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. Lallys Upstream 12/27/2017 8:34:52 AM Page 17 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. Lallys Upstream 12/27/2017 8:34:52 AM Page 18 LID Report Lallys Upstream 12/27/2017 8:37:42 AM Page 19 POC 2 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #2 Total Pervious Area:12.73 Total Impervious Area:0 Mitigated Landuse Totals for POC #2 Total Pervious Area:10.03 Total Impervious Area:2.7 Flow Frequency Method:Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #2 Return Period Flow(cfs) 2 year 0.374273 5 year 0.58781 10 year 0.708825 25 year 0.83703 50 year 0.916364 100 year 0.983841 Flow Frequency Return Periods for Mitigated. POC #2 Return Period Flow(cfs) 2 year 1.656285 5 year 2.41513 10 year 2.978389 25 year 3.760518 50 year 4.395313 100 year 5.075715 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #2 Year Predeveloped Mitigated 1949 0.368 2.619 1950 0.458 2.712 1951 0.824 1.629 1952 0.260 0.983 1953 0.210 0.907 1954 0.323 1.316 1955 0.514 1.357 1956 0.409 1.361 1957 0.330 1.903 1958 0.372 1.166 1959 0.319 0.913 Lallys Upstream 12/27/2017 8:38:23 AM Page 20 1960 0.557 1.743 1961 0.314 1.523 1962 0.196 0.968 1963 0.269 1.473 1964 0.354 1.276 1965 0.253 2.031 1966 0.243 1.053 1967 0.509 2.748 1968 0.317 2.160 1969 0.311 1.816 1970 0.256 1.510 1971 0.274 1.835 1972 0.614 2.562 1973 0.279 0.918 1974 0.303 1.812 1975 0.410 1.986 1976 0.296 1.415 1977 0.035 1.274 1978 0.260 1.526 1979 0.157 1.621 1980 0.582 3.039 1981 0.232 1.572 1982 0.447 2.989 1983 0.401 1.538 1984 0.247 1.191 1985 0.147 1.599 1986 0.649 1.624 1987 0.574 1.706 1988 0.226 0.872 1989 0.148 1.091 1990 1.200 5.152 1991 0.722 3.524 1992 0.279 1.213 1993 0.290 0.854 1994 0.098 0.728 1995 0.416 1.343 1996 0.877 2.359 1997 0.733 1.859 1998 0.166 1.422 1999 0.687 3.720 2000 0.289 1.657 2001 0.052 1.280 2002 0.317 2.585 2003 0.405 2.052 2004 0.524 3.358 2005 0.376 1.612 2006 0.443 1.546 2007 0.891 4.677 2008 1.149 3.452 2009 0.564 2.052 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #2 Rank Predeveloped Mitigated 1 1.1998 5.1517 2 1.1488 4.6771 3 0.8905 3.7203 4 0.8770 3.5241 Lallys Upstream 12/27/2017 8:38:24 AM Page 21 5 0.8242 3.4518 6 0.7331 3.3582 7 0.7224 3.0390 8 0.6875 2.9886 9 0.6487 2.7477 10 0.6138 2.7125 11 0.5817 2.6192 12 0.5738 2.5851 13 0.5640 2.5622 14 0.5573 2.3595 15 0.5238 2.1604 16 0.5144 2.0520 17 0.5089 2.0518 18 0.4584 2.0306 19 0.4471 1.9861 20 0.4431 1.9033 21 0.4161 1.8591 22 0.4100 1.8352 23 0.4093 1.8157 24 0.4045 1.8122 25 0.4008 1.7429 26 0.3758 1.7060 27 0.3721 1.6567 28 0.3676 1.6291 29 0.3535 1.6242 30 0.3303 1.6212 31 0.3226 1.6125 32 0.3192 1.5990 33 0.3175 1.5718 34 0.3171 1.5456 35 0.3144 1.5382 36 0.3106 1.5260 37 0.3026 1.5227 38 0.2964 1.5103 39 0.2902 1.4726 40 0.2894 1.4222 41 0.2788 1.4149 42 0.2786 1.3611 43 0.2739 1.3575 44 0.2686 1.3433 45 0.2601 1.3156 46 0.2597 1.2804 47 0.2561 1.2763 48 0.2531 1.2743 49 0.2474 1.2128 50 0.2434 1.1906 51 0.2325 1.1663 52 0.2264 1.0912 53 0.2101 1.0535 54 0.1956 0.9826 55 0.1658 0.9682 56 0.1572 0.9177 57 0.1477 0.9128 58 0.1468 0.9065 59 0.0975 0.8724 60 0.0519 0.8537 61 0.0353 0.7276 Lallys Upstream 12/27/2017 8:38:24 AM Page 22 Lallys Upstream 12/27/2017 8:38:24 AM Page 23 Duration Flows Flow(cfs)Predev Mit Percentage Pass/Fail 0.1871 17584 69257 393 Fail 0.1945 16243 65086 400 Fail 0.2019 15098 61300 406 Fail 0.2092 13877 57258 412 Fail 0.2166 12897 53943 418 Fail 0.2240 11937 50905 426 Fail 0.2313 10936 47676 435 Fail 0.2387 10175 45045 442 Fail 0.2461 9388 42328 450 Fail 0.2534 8769 40040 456 Fail 0.2608 8209 37880 461 Fail 0.2682 7604 35612 468 Fail 0.2755 7099 33816 476 Fail 0.2829 6637 32126 484 Fail 0.2903 6160 30244 490 Fail 0.2976 5799 28661 494 Fail 0.3050 5476 27164 496 Fail 0.3124 5114 25645 501 Fail 0.3197 4830 24362 504 Fail 0.3271 4528 22993 507 Fail 0.3345 4267 21859 512 Fail 0.3418 4042 20807 514 Fail 0.3492 3790 19684 519 Fail 0.3566 3559 18764 527 Fail 0.3639 3360 17900 532 Fail 0.3713 3140 16968 540 Fail 0.3787 2964 16131 544 Fail 0.3860 2785 15274 548 Fail 0.3934 2603 14604 561 Fail 0.4007 2460 13986 568 Fail 0.4081 2308 13272 575 Fail 0.4155 2165 12671 585 Fail 0.4228 2045 12104 591 Fail 0.4302 1902 11520 605 Fail 0.4376 1797 11007 612 Fail 0.4449 1709 10562 618 Fail 0.4523 1592 10074 632 Fail 0.4597 1490 9668 648 Fail 0.4670 1380 9238 669 Fail 0.4744 1295 8840 682 Fail 0.4818 1226 8476 691 Fail 0.4891 1155 8074 699 Fail 0.4965 1098 7779 708 Fail 0.5039 1055 7441 705 Fail 0.5112 997 7105 712 Fail 0.5186 931 6853 736 Fail 0.5260 890 6573 738 Fail 0.5333 839 6290 749 Fail 0.5407 790 6034 763 Fail 0.5481 743 5756 774 Fail 0.5554 718 5529 770 Fail 0.5628 673 5345 794 Fail 0.5702 632 5127 811 Fail 0.5775 598 4937 825 Fail Lallys Upstream 12/27/2017 8:38:24 AM Page 24 0.5849 569 4772 838 Fail 0.5923 539 4564 846 Fail 0.5996 500 4400 880 Fail 0.6070 476 4244 891 Fail 0.6144 437 4070 931 Fail 0.6217 403 3929 974 Fail 0.6291 366 3769 1029 Fail 0.6365 348 3655 1050 Fail 0.6438 326 3540 1085 Fail 0.6512 296 3386 1143 Fail 0.6586 275 3264 1186 Fail 0.6659 258 3163 1225 Fail 0.6733 235 3022 1285 Fail 0.6807 218 2915 1337 Fail 0.6880 195 2808 1440 Fail 0.6954 181 2710 1497 Fail 0.7028 158 2612 1653 Fail 0.7101 145 2513 1733 Fail 0.7175 130 2432 1870 Fail 0.7248 119 2363 1985 Fail 0.7322 109 2265 2077 Fail 0.7396 97 2201 2269 Fail 0.7469 93 2141 2302 Fail 0.7543 82 2078 2534 Fail 0.7617 77 2018 2620 Fail 0.7690 69 1952 2828 Fail 0.7764 61 1896 3108 Fail 0.7838 55 1838 3341 Fail 0.7911 48 1775 3697 Fail 0.7985 41 1724 4204 Fail 0.8059 38 1673 4402 Fail 0.8132 33 1619 4906 Fail 0.8206 27 1577 5840 Fail 0.8280 23 1531 6656 Fail 0.8353 21 1483 7061 Fail 0.8427 20 1443 7215 Fail 0.8501 19 1399 7363 Fail 0.8574 17 1364 8023 Fail 0.8648 14 1335 9535 Fail 0.8722 12 1292 10766 Fail 0.8795 9 1256 13955 Fail 0.8869 4 1227 30675 Fail 0.8943 3 1200 40000 Fail 0.9016 3 1179 39300 Fail 0.9090 3 1143 38100 Fail 0.9164 3 1114 37133 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. Lallys Upstream 12/27/2017 8:38:24 AM Page 25 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. Lallys Upstream 12/27/2017 8:38:24 AM Page 26 LID Report Lallys Upstream 12/27/2017 8:38:24 AM Page 27 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. Lallys Upstream 12/27/2017 8:38:24 AM Page 28 Appendix Predeveloped Schematic Lallys Upstream 12/27/2017 8:38:24 AM Page 29 Mitigated Schematic Lallys Upstream 12/27/2017 8:38:25 AM Page 30 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 Lallys Upstream.wdm MESSU 25 PreLallys Upstream.MES 27 PreLallys Upstream.L61 28 PreLallys Upstream.L62 30 POCLallys Upstream1.dat 31 POCLallys Upstream2.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 10 COPY 501 COPY 502 DISPLY 1 DISPLY 2 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 A MAX 1 2 30 9 2 B MAX 1 2 31 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 502 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 *** in out *** 10 C, Forest, 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 END ACTIVITY PRINT-INFO Lallys Upstream 12/27/2017 8:38:25 AM Page 31 <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 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 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 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 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 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 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN END IWAT-PARM3 Lallys Upstream 12/27/2017 8:38:25 AM Page 32 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** A*** PERLND 10 5.84 COPY 501 12 PERLND 10 5.84 COPY 501 13 B*** PERLND 10 7.61 COPY 502 12 PERLND 10 7.61 COPY 502 13 C*** PERLND 10 5.12 COPY 502 12 PERLND 10 5.12 COPY 502 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 <-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 *** 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 Lallys Upstream 12/27/2017 8:38:25 AM Page 33 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 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 PERLND PWATER IFWO 0.083333 COPY INPUT MEAN END MASS-LINK 13 END MASS-LINK END RUN Lallys Upstream 12/27/2017 8:38:25 AM Page 34 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 Lallys Upstream.wdm MESSU 25 MitLallys Upstream.MES 27 MitLallys Upstream.L61 28 MitLallys Upstream.L62 30 POCLallys Upstream1.dat 31 POCLallys Upstream2.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 10 PERLND 16 IMPLND 1 COPY 501 COPY 502 DISPLY 1 DISPLY 2 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 A MAX 1 2 30 9 2 B MAX 1 2 31 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 502 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 *** 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 Lallys Upstream 12/27/2017 8:38:25 AM Page 35 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 *** 1 ROADS/FLAT 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 1 0 0 1 0 0 0 END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 1 0 0 4 0 0 0 1 9 END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** Lallys Upstream 12/27/2017 8:38:25 AM Page 36 # - # CSNO RTOP VRS VNN RTLI *** 1 0 0 0 0 0 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 1 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 1 0 0 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 1 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** A*** PERLND 10 1.26 COPY 501 12 PERLND 10 1.26 COPY 501 13 PERLND 16 3.78 COPY 501 12 PERLND 16 3.78 COPY 501 13 IMPLND 1 0.8 COPY 501 15 B*** PERLND 10 1.61 COPY 502 12 PERLND 10 1.61 COPY 502 13 PERLND 16 4.82 COPY 502 12 PERLND 16 4.82 COPY 502 13 IMPLND 1 1.18 COPY 502 15 C*** PERLND 16 3.6 COPY 502 12 PERLND 16 3.6 COPY 502 13 IMPLND 1 1.52 COPY 502 15 ******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 <-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 *** END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** Lallys Upstream 12/27/2017 8:38:25 AM Page 37 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 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 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 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 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 Lallys Upstream 12/27/2017 8:38:25 AM Page 38 Predeveloped HSPF Message File Lallys Upstream 12/27/2017 8:38:25 AM Page 39 Mitigated HSPF Message File Lallys Upstream 12/27/2017 8:38:25 AM Page 40 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. 2005-2017; 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 APPENDIX F: BOND QUANTITIES WORKSHEET CED Permit #:########UnitReference # Price Unit Quantity CostBackfill & compaction‐embankmentESC‐16.50$ CYCheck dams, 4" minus rockESC‐2SWDM 5.4.6.380.00$ EachCatch Basin ProtectionESC‐335.50$ Each 135.50Crushed surfacing 1 1/4" minusESC‐4WSDOT 9‐03.9(3)95.00$ CYDitchingESC‐59.00$ CYExcavation‐bulkESC‐62.00$ CYFence, siltESC‐7SWDM 5.4.3.11.50$ LF 301451.50Fence, Temporary (NGPE)ESC‐81.50$ LFGeotextile FabricESC‐92.50$ SYHay Bale Silt TrapESC‐100.50$ EachHydroseedingESC‐11SWDM 5.4.2.40.80$ SYInterceptor Swale / DikeESC‐121.00$ LFJute MeshESC‐13SWDM 5.4.2.23.50$ SYLevel SpreaderESC‐141.75$ LFMulch, by hand, straw, 3" deepESC‐15SWDM 5.4.2.12.50$ SYMulch, by machine, straw, 2" deepESC‐16SWDM 5.4.2.12.00$ SYPiping, temporary, CPP, 6"ESC‐1712.00$ LFPiping, temporary, CPP, 8"ESC‐1814.00$ LFPiping, temporary, CPP, 12"ESC‐1918.00$ LFPlastic covering, 6mm thick, sandbaggedESC‐20SWDM 5.4.2.34.00$ SYRip Rap, machine placed; slopesESC‐21WSDOT 9‐13.1(2)45.00$ CYRock Construction Entrance, 50'x15'x1'ESC‐22SWDM 5.4.4.11,800.00$ Each 11,800.00Rock Construction Entrance, 100'x15'x1'ESC‐23SWDM 5.4.4.13,200.00$ EachSediment pond riser assemblyESC‐24SWDM 5.4.5.22,200.00$ EachSediment trap, 5' high berm ESC‐25SWDM 5.4.5.119.00$ LFSed. trap, 5' high, riprapped spillway berm section ESC‐26SWDM 5.4.5.170.00$ LFSeeding, by handESC‐27SWDM 5.4.2.41.00$ SYSodding, 1" deep, level groundESC‐28SWDM 5.4.2.58.00$ SYSodding, 1" deep, sloped groundESC‐29SWDM 5.4.2.510.00$ SYTESC SupervisorESC‐30110.00$ HRWater truck, dust controlESC‐31SWDM 5.4.7140.00$ HRUnitReference # Price Unit Quantity CostEROSION/SEDIMENT SUBTOTAL: 2,287.00SALES TAX @ 10% 228.70EROSION/SEDIMENT TOTAL: 2,515.70(A)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR EROSION & SEDIMENT CONTROLDescription No.(A)WRITE‐IN‐ITEMS Page 3 of 14Ref 8‐H Bond Quantity WorksheetSECTION II.a EROSION_CONTROLUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 5/21/2018 CED Permit #:########Existing Future Public PrivateRight‐of‐Way Improvements Improvements(D)(E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostGENERAL ITEMS Backfill & Compaction‐ embankment GI‐16.00$ CY 132792.0075450.00Backfill & Compaction‐ trench GI‐29.00$ CYClear/Remove Brush, by hand (SY) GI‐31.00$ SYBollards ‐ fixed GI‐4 240.74$ EachBollards ‐ removable GI‐5 452.34$ EachClearing/Grubbing/Tree Removal GI‐6 10,000.00$ AcreExcavation ‐ bulk GI‐72.00$ CYExcavation ‐ Trench GI‐85.00$ CY 22110.00Fencing, cedar, 6' high GI‐9 20.00$ LFFencing, chain link, 4' GI‐10 38.31$ LFFencing, chain link, vinyl coated, 6' high GI‐11 20.00$ LFFencing, chain link, gate, vinyl coated, 20' GI‐12 1,400.00$ EachFill & compact ‐ common barrow GI‐13 25.00$ CYFill & compact ‐ gravel base GI‐14 27.00$ CYFill & compact ‐ screened topsoil GI‐15 39.00$ CYGabion, 12" deep, stone filled mesh GI‐16 65.00$ SYGabion, 18" deep, stone filled mesh GI‐17 90.00$ SYGabion, 36" deep, stone filled mesh GI‐18 150.00$ SYGrading, fine, by hand GI‐19 2.50$ SYGrading, fine, with grader GI‐20 2.00$ SYMonuments, 3' Long GI‐21 250.00$ EachSensitive Areas Sign GI‐22 7.00$ EachSodding, 1" deep, sloped ground GI‐23 8.00$ SYSurveying, line & grade GI‐24 850.00$ DaySurveying, lot location/lines GI‐25 1,800.00$ AcreTopsoil Type A (imported) GI‐26 28.50$ CYTraffic control crew ( 2 flaggers )GI‐27 120.00$ HRTrail, 4" chipped wood GI‐28 8.00$ SYTrail, 4" crushed cinder GI‐29 9.00$ SYTrail, 4" top course GI‐30 12.00$ SYConduit, 2" GI‐31 5.00$ LFWall, retaining, concrete GI‐32 55.00$ SFWall, rockery GI‐33 15.00$ SFSUBTOTAL THIS PAGE:902.00 450.00(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B) (C)Page 4 of 14Ref 8‐H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 5/21/2018 CED Permit #:########Existing Future Public PrivateRight‐of‐Way Improvements Improvements(D)(E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B) (C)ROAD IMPROVEMENT/PAVEMENT/SURFACINGAC Grinding, 4' wide machine < 1000sy RI‐1 30.00$ SYAC Grinding, 4' wide machine 1000‐2000sy RI‐2 16.00$ SYAC Grinding, 4' wide machine > 2000sy RI‐3 10.00$ SYAC Removal/Disposal RI‐4 35.00$ SYBarricade, Type III ( Permanent )RI‐5 56.00$ LFGuard Rail RI‐6 30.00$ LFCurb & Gutter, rolled RI‐7 17.00$ LFCurb & Gutter, vertical RI‐8 12.50$ LF 851,062.50Curb and Gutter, demolition and disposal RI‐9 18.00$ LFCurb, extruded asphalt RI‐10 5.50$ LFCurb, extruded concrete RI‐11 7.00$ LFSawcut, asphalt, 3" depth RI‐12 1.85$ LF 145268.25Sawcut, concrete, per 1" depth RI‐13 3.00$ LFSealant, asphalt RI‐14 2.00$ LFShoulder, gravel, 4" thick RI‐15 15.00$ SYSidewalk, 4" thick RI‐16 38.00$ SY 361,368.00Sidewalk, 4" thick, demolition and disposal RI‐17 32.00$ SYSidewalk, 5" thick RI‐18 41.00$ SY 411,681.00Sidewalk, 5" thick, demolition and disposal RI‐19 40.00$ SYSign, Handicap RI‐20 85.00$ EachStriping, per stall RI‐21 7.00$ EachStriping, thermoplastic, ( for crosswalk )RI‐22 3.00$ SFStriping, 4" reflectorized line RI‐23 0.50$ LFAdditional 2.5" Crushed Surfacing RI‐24 3.60$ SYHMA 1/2" Overlay 1.5" RI‐25 14.00$ SYHMA 1/2" Overlay 2" RI‐26 18.00$ SYHMA Road, 2", 4" rock, First 2500 SY RI‐27 28.00$ SYHMA Road, 2", 4" rock, Qty. over 2500SY RI‐28 21.00$ SYHMA Road, 4", 6" rock, First 2500 SY RI‐29 45.00$ SY 241,080.00HMA Road, 4", 6" rock, Qty. over 2500 SY RI‐30 37.00$ SYHMA Road, 4", 4.5" ATB RI‐31 38.00$ SYGravel Road, 4" rock, First 2500 SY RI‐32 15.00$ SY 1712,565.00Gravel Road, 4" rock, Qty. over 2500 SY RI‐33 10.00$ SYThickened Edge RI‐34 8.60$ LFSUBTOTAL THIS PAGE:5,459.75 2,565.00(B) (C) (D) (E)Page 5 of 14Ref 8‐H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 5/21/2018 CED Permit #:########Existing Future Public PrivateRight‐of‐Way Improvements Improvements(D)(E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B) (C)PARKING LOT SURFACING No.2" AC, 2" top course rock & 4" borrow PL‐1 21.00$ SY2" AC, 1.5" top course & 2.5" base course PL‐2 28.00$ SY4" select borrow PL‐35.00$ SY1.5" top course rock & 2.5" base course PL‐4 14.00$ SYSUBTOTAL PARKING LOT SURFACING:(B) (C) (D) (E)LANDSCAPING & VEGETATION No.Street Trees LA‐1Median Landscaping LA‐2Right‐of‐Way Landscaping LA‐3Wetland Landscaping LA‐4SUBTOTAL LANDSCAPING & VEGETATION:(B) (C) (D) (E)TRAFFIC & LIGHTING No.Signs TR‐1Street Light System ( # of Poles) TR‐2Traffic Signal TR‐3Traffic Signal Modification TR‐4SUBTOTAL TRAFFIC & LIGHTING:(B) (C) (D) (E)WRITE‐IN‐ITEMSPermeable pavement 38.25$ SY 1716,540.75SUBTOTAL WRITE‐IN ITEMS:6,540.75STREET AND SITE IMPROVEMENTS SUBTOTAL: 6,361.75 9,555.75SALES TAX @ 10% 636.18 955.58STREET AND SITE IMPROVEMENTS TOTAL: 6,997.93 10,511.33(B) (C) (D) (E)Page 6 of 14Ref 8‐H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 5/21/2018 CED Permit #:########Existing Future PublicPrivateRight‐of‐Way Improvements Improvements(D)(E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostDRAINAGE (CPE = Corrugated Polyethylene Pipe, N12 or Equivalent) For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe.) Access Road, R/D D‐1 26.00$ SY* (CBs include frame and lid)Beehive D‐2 90.00$ EachThrough‐curb Inlet Framework D‐3 400.00$ EachCB Type ID‐4 1,500.00$ Each 23,000.0011,500.00CB Type IL D‐5 1,750.00$ EachCB Type II, 48" diameter D‐6 2,300.00$ Each for additional depth over 4' D‐7 480.00$ FTCB Type II, 54" diameter D‐8 2,500.00$ Each for additional depth over 4' D‐9 495.00$ FTCB Type II, 60" diameter D‐10 2,800.00$ Each for additional depth over 4' D‐11 600.00$ FTCB Type II, 72" diameter D‐12 6,000.00$ Each for additional depth over 4' D‐13 850.00$ FTCB Type II, 96" diameter D‐14 14,000.00$ Each for additional depth over 4' D‐15 925.00$ FTTrash Rack, 12" D‐16 350.00$ EachTrash Rack, 15" D‐17 410.00$ EachTrash Rack, 18" D‐18 480.00$ EachTrash Rack, 21" D‐19 550.00$ EachCleanout, PVC, 4" D‐20 150.00$ EachCleanout, PVC, 6" D‐21 170.00$ EachCleanout, PVC, 8" D‐22 200.00$ EachCulvert, PVC, 4" D‐23 10.00$ LFCulvert, PVC, 6" D‐24 13.00$ LFCulvert, PVC, 8" D‐25 15.00$ LF 1492,235.00Culvert, PVC, 12" D‐26 23.00$ LF 2205,060.00Culvert, PVC, 15" D‐27 35.00$ LFCulvert, PVC, 18" D‐28 41.00$ LFCulvert, PVC, 24" D‐29 56.00$ LFCulvert, PVC, 30" D‐30 78.00$ LFCulvert, PVC, 36" D‐31 130.00$ LFCulvert, CMP, 8" D‐32 19.00$ LFCulvert, CMP, 12" D‐33 29.00$ LFSUBTOTAL THIS PAGE:8,060.00 3,735.00(B) (C) (D) (E)Quantity Remaining (Bond Reduction) (B) (C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESPage 7 of 14Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 5/21/2018 CED Permit #:########Existing Future PublicPrivateRight‐of‐Way Improvements Improvements(D)(E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostQuantity Remaining (Bond Reduction) (B) (C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESDRAINAGE (Continued)Culvert, CMP, 15" D‐34 35.00$ LFCulvert, CMP, 18" D‐35 41.00$ LFCulvert, CMP, 24" D‐36 56.00$ LFCulvert, CMP, 30" D‐37 78.00$ LFCulvert, CMP, 36" D‐38 130.00$ LFCulvert, CMP, 48" D‐39 190.00$ LFCulvert, CMP, 60" D‐40 270.00$ LFCulvert, CMP, 72" D‐41 350.00$ LFCulvert, Concrete, 8" D‐42 42.00$ LFCulvert, Concrete, 12" D‐43 48.00$ LFCulvert, Concrete, 15" D‐44 78.00$ LFCulvert, Concrete, 18" D‐45 48.00$ LFCulvert, Concrete, 24" D‐46 78.00$ LFCulvert, Concrete, 30" D‐47 125.00$ LFCulvert, Concrete, 36" D‐48 150.00$ LFCulvert, Concrete, 42" D‐49 175.00$ LFCulvert, Concrete, 48" D‐50 205.00$ LFCulvert, CPE Triple Wall, 6" D‐51 14.00$ LFCulvert, CPE Triple Wall, 8" D‐52 16.00$ LFCulvert, CPE Triple Wall, 12" D‐53 24.00$ LFCulvert, CPE Triple Wall, 15" D‐54 35.00$ LFCulvert, CPE Triple Wall, 18" D‐55 41.00$ LFCulvert, CPE Triple Wall, 24" D‐56 56.00$ LFCulvert, CPE Triple Wall, 30" D‐57 78.00$ LFCulvert, CPE Triple Wall, 36" D‐58 130.00$ LFCulvert, LCPE, 6" D‐59 60.00$ LFCulvert, LCPE, 8" D‐60 72.00$ LFCulvert, LCPE, 12" D‐61 84.00$ LFCulvert, LCPE, 15" D‐62 96.00$ LFCulvert, LCPE, 18" D‐63 108.00$ LFCulvert, LCPE, 24" D‐64 120.00$ LFCulvert, LCPE, 30" D‐65 132.00$ LFCulvert, LCPE, 36" D‐66 144.00$ LFCulvert, LCPE, 48" D‐67 156.00$ LFCulvert, LCPE, 54" D‐68 168.00$ LFSUBTOTAL THIS PAGE:(B) (C) (D) (E)Page 8 of 14Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 5/21/2018 CED Permit #:########Existing Future PublicPrivateRight‐of‐Way Improvements Improvements(D)(E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostQuantity Remaining (Bond Reduction) (B) (C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESDRAINAGE (Continued)Culvert, LCPE, 60" D‐69 180.00$ LFCulvert, LCPE, 72" D‐70 192.00$ LFCulvert, HDPE, 6" D‐71 42.00$ LFCulvert, HDPE, 8" D‐72 42.00$ LFCulvert, HDPE, 12" D‐73 74.00$ LFCulvert, HDPE, 15" D‐74 106.00$ LFCulvert, HDPE, 18" D‐75 138.00$ LFCulvert, HDPE, 24" D‐76 221.00$ LFCulvert, HDPE, 30" D‐77 276.00$ LFCulvert, HDPE, 36" D‐78 331.00$ LFCulvert, HDPE, 48" D‐79 386.00$ LFCulvert, HDPE, 54" D‐80 441.00$ LFCulvert, HDPE, 60" D‐81 496.00$ LFCulvert, HDPE, 72" D‐82 551.00$ LFPipe, Polypropylene, 6" D‐83 84.00$ LFPipe, Polypropylene, 8" D‐84 89.00$ LFPipe, Polypropylene, 12" D‐85 95.00$ LFPipe, Polypropylene, 15" D‐86 100.00$ LFPipe, Polypropylene, 18" D‐87 106.00$ LFPipe, Polypropylene, 24" D‐88 111.00$ LFPipe, Polypropylene, 30" D‐89 119.00$ LFPipe, Polypropylene, 36" D‐90 154.00$ LFPipe, Polypropylene, 48" D‐91 226.00$ LFPipe, Polypropylene, 54" D‐92 332.00$ LFPipe, Polypropylene, 60" D‐93 439.00$ LFPipe, Polypropylene, 72" D‐94 545.00$ LFCulvert, DI, 6" D‐95 61.00$ LFCulvert, DI, 8" D‐96 84.00$ LFCulvert, DI, 12" D‐97 106.00$ LFCulvert, DI, 15" D‐98 129.00$ LF 283,612.00Culvert, DI, 18" D‐99 152.00$ LFCulvert, DI, 24" D‐100 175.00$ LFCulvert, DI, 30" D‐101 198.00$ LFCulvert, DI, 36" D‐102 220.00$ LFCulvert, DI, 48" D‐103 243.00$ LFCulvert, DI, 54" D‐104 266.00$ LFCulvert, DI, 60" D‐105 289.00$ LFCulvert, DI, 72" D‐106 311.00$ LFSUBTOTAL THIS PAGE:3,612.00(B) (C) (D) (E)Page 9 of 14Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 5/21/2018 CED Permit #:########Existing Future PublicPrivateRight‐of‐Way Improvements Improvements(D)(E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostQuantity Remaining (Bond Reduction) (B) (C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESSpecialty Drainage ItemsDitching SD‐19.50$ CYFlow Dispersal Trench (1,436 base+) SD‐3 28.00$ LF French Drain (3' depth) SD‐4 26.00$ LFGeotextile, laid in trench, polypropylene SD‐53.00$ SYMid‐tank Access Riser, 48" dia, 6' deep SD‐6 2,000.00$ EachPond Overflow Spillway SD‐7 16.00$ SYRestrictor/Oil Separator, 12" SD‐8 1,150.00$ EachRestrictor/Oil Separator, 15" SD‐9 1,350.00$ EachRestrictor/Oil Separator, 18" SD‐10 1,700.00$ EachRiprap, placed SD‐11 42.00$ CYTank End Reducer (36" diameter) SD‐12 1,200.00$ EachInfiltration pond testing SD‐13 125.00$ HRPermeable Pavement SD‐14Permeable Concrete Sidewalk SD‐15Culvert, Box __ ft x __ ft SD‐16SUBTOTAL SPECIALTY DRAINAGE ITEMS:(B) (C) (D) (E)STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch)Detention Pond SF‐1Each Detention Tank SF‐2Each Detention Vault SF‐3Each Infiltration Pond SF‐4Each Infiltration Tank SF‐5Each Infiltration Vault SF‐6Each Infiltration Trenches SF‐7Each Basic Biofiltration Swale SF‐8Each Wet Biofiltration Swale SF‐9Each Wetpond SF‐10 Each Wetvault SF‐11 Each Sand Filter SF‐12 Each Sand Filter Vault SF‐13 Each Linear Sand Filter SF‐14 Each Proprietary Facility SF‐15 Each Bioretention Facility SF‐16 Each SUBTOTAL STORMWATER FACILITIES:(B) (C) (D) (E)Page 10 of 14Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 5/21/2018 CED Permit #:########Existing Future PublicPrivateRight‐of‐Way Improvements Improvements(D)(E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostQuantity Remaining (Bond Reduction) (B) (C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESWRITE‐IN‐ITEMS (INCLUDE ON‐SITE BMPs)WI‐1WI‐2WI‐3WI‐4WI‐5WI‐6WI‐7WI‐8WI‐9WI‐10WI‐11WI‐12WI‐13WI‐14WI‐15SUBTOTAL WRITE‐IN ITEMS:DRAINAGE AND STORMWATER FACILITIES SUBTOTAL: 8,060.00 3,735.00SALES TAX @ 10% 806.00 373.50DRAINAGE AND STORMWATER FACILITIES TOTAL: 8,866.00 4,108.50(B) (C) (D) (E)Page 11 of 14Ref 8‐H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 5/21/2018 CED Permit #:########ExistingFuture PublicPrivateRight‐of‐Way Improvements Improvements(D)(E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostConnection to Existing Watermain W‐1 2,000.00$ EachDuctile Iron Watermain, CL 52, 4 Inch Diameter W‐2 50.00$ LFDuctile Iron Watermain, CL 52, 6 Inch Diameter W‐3 56.00$ LFDuctile Iron Watermain, CL 52, 8 Inch Diameter W‐4 60.00$ LFDuctile Iron Watermain, CL 52, 10 Inch Diameter W‐5 70.00$ LFDuctile Iron Watermain, CL 52, 12 Inch Diameter W‐6 80.00$ LFGate Valve, 4 inch Diameter W‐7 500.00$ EachGate Valve, 6 inch Diameter W‐8 700.00$ EachGate Valve, 8 Inch Diameter W‐9 800.00$ EachGate Valve, 10 Inch Diameter W‐10 1,000.00$ EachGate Valve, 12 Inch Diameter W‐11 1,200.00$ EachFire Hydrant Assembly W‐12 4,000.00$ EachPermanent Blow‐Off Assembly W‐13 1,800.00$ EachAir‐Vac Assembly, 2‐Inch Diameter W‐14 2,000.00$ EachAir‐Vac Assembly, 1‐Inch Diameter W‐15 1,500.00$ EachCompound Meter Assembly 3‐inch Diameter W‐16 8,000.00$ EachCompound Meter Assembly 4‐inch Diameter W‐17 9,000.00$ EachCompound Meter Assembly 6‐inch Diameter W‐18 10,000.00$ EachPressure Reducing Valve Station 8‐inch to 10‐inch W‐19 20,000.00$ EachWATER SUBTOTAL:SALES TAX @ 10%WATER TOTAL:(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR WATERQuantity Remaining (Bond Reduction) (B) (C)Page 12 of 14Ref 8‐H Bond Quantity WorksheetSECTION II.d WATERUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 5/21/2018 CED Permit #:########ExistingFuture PublicPrivateRight‐of‐WayImprovementsImprovements(D)(E)Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. CostClean Outs SS‐1 1,000.00$ EachGrease Interceptor, 500 gallon SS‐2 8,000.00$ EachGrease Interceptor, 1000 gallon SS‐3 10,000.00$ EachGrease Interceptor, 1500 gallon SS‐4 15,000.00$ EachSide Sewer Pipe, PVC. 4 Inch Diameter SS‐5 80.00$ LFSide Sewer Pipe, PVC. 6 Inch Diameter SS‐6 95.00$ LFSewer Pipe, PVC, 8 inch Diameter SS‐7 105.00$ LFSewer Pipe, PVC, 12 Inch Diameter SS‐8 120.00$ LFSewer Pipe, DI, 8 inch Diameter SS‐9 115.00$ LFSewer Pipe, DI, 12 Inch Diameter SS‐10 130.00$ LFManhole, 48 Inch Diameter SS‐11 6,000.00$ EachManhole, 54 Inch Diameter SS‐13 6,500.00$ EachManhole, 60 Inch Diameter SS‐15 7,500.00$ EachManhole, 72 Inch Diameter SS‐17 8,500.00$ EachManhole, 96 Inch Diameter SS‐19 14,000.00$ EachPipe, C‐900, 12 Inch Diameter SS‐21 180.00$ LFOutside Drop SS‐24 1,500.00$ LSInside Drop SS‐25 1,000.00$ LSSewer Pipe, PVC, ____ Inch Diameter SS‐26Lift Station (Entire System)SS‐27 LSSANITARY SEWER SUBTOTAL:SALES TAX @ 10%SANITARY SEWER TOTAL:(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR SANITARY SEWERQuantity Remaining (Bond Reduction) (B) (C)Page 13 of 14Ref 8‐H Bond Quantity WorksheetSECTION II.e SANITARY SEWERUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 5/21/2018 Planning Division |1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430‐7200Date:Name:Project Name: PE Registration No:CED Plan # (LUA):Firm Name:CED Permit # (U):Firm Address:Site Address:Phone No.Parcel #(s):Email Address:Project Phase: Site Restoration/Erosion Sediment Control Subtotal (a)Existing Right‐of‐Way Improvements Subtotal (b) (b)6,997.93$ Future Public Improvements Subtotal(c)‐$ Stormwater & Drainage Facilities (Public & Private) Subtotal(d) (d)12,974.50$ (e)(f)Site RestorationCivil Construction PermitMaintenance Bond3,994.49$ Bond Reduction2Construction Permit Bond Amount 3Minimum Bond Amount is $10,000.001 Estimate Only ‐ May involve multiple and variable components, which will be established on an individual basis by Development Engineering.2 The City of Renton allows one request only for bond reduction prior to the maintenance period. Reduction of not more than 70% of the original bond amount, provided that the remaining 30% willcover all remaining items to be constructed. 3 Required Bond Amounts are subject to review and modification by Development Engineering.* Note: The word BOND as used in this document means any financial guarantee acceptable to the City of Renton.** Note: All prices include labor, equipment, materials, overhead and profit. EST1((b) + (c) + (d)) x 20%‐$ MAINTENANCE BOND */**(after final acceptance of construction)2,515.70$ 6,997.93$ 23,471.39$ 2,515.70$ ‐$ 12,974.50$ ‐$ 25,987.09$ P (a) x 100%SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS12/27/2017Adam Paul43211AP Consulting Engineers PLLCR((b x 150%) + (d x 100%))S(e) x 150% + (f) x 100%Bond Reduction: Existing Right‐of‐Way Improvements (Quantity Remaining)2Bond Reduction: Stormwater & Drainage Facilities (Quantity Remaining)2T(P +R ‐ S)Prepared by:Project InformationCONSTRUCTION BOND AMOUNT */**(prior to permit issuance)253‐737‐4173APCE@APConsultingEngineers.comLally's Short PlatLUA16‐00056610936 SE 164th Street, Renton, WA0088000890FOR APPROVAL########PO Box 162, Auburn, WA 98071Page 14 of 14Ref 8‐H Bond Quantity WorksheetSECTION III. BOND WORKSHEETUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 5/21/2018