HomeMy WebLinkAboutEx_05_Drainage_Report CEKO
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
PRELIMINARY
TECHNICAL INFORMATION REPORT
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
City of Renton Permit #: PRE21-000085
Submitted by:
CEKO, L.L.C.
2255 Squak Mountain Loop, SW
Issaquah, Washington 98027
CEKO PN: 22015.01
For:
Magellan Architects
8383 158th Ave., NE
Suite 280
Redmond, Washington 98052
October 6, 2022
Prepared by:
Christopher P. Kovac, P.E.
Exhibit 5
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
i
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
TABLE OF CONTENTS
1.0 PROJECT OVERVIEW ..................................................................................... 1-1
1.1 EXISTING SITE CONDITIONS AND HYDROLOGY ....................................... 1-1
1.2 PROPOSED SITE CONDITIONS AND HYDROLOGY ..................................... 1-2
2.0 CONDITIONS SUMMARY WITH RESPONSES ................................................... 2-1
2.1 APPROVAL CONDITIONS .......................................................................... 2-1
2.2 ADOPTED BASIN PLANS ........................................................................... 2-1
2.3 SEPA MITIGATION .................................................................................... 2-1
2.4 CORE REQUIREMENTS ............................................................................. 2-1
3.0 OFF-SITE ANALYSIS ....................................................................................... 3-1
4.0 HYDROLOGIC ANALYSIS AND DESIGN............................................................ 4-1
4.1 EXISTING SITE HYDROLOGY ..................................................................... 4-1
4.2 DEVELOPED SITE HYDROLOGY ................................................................. 4-1
4.3 PERFORMANCE STANDARDS ................................................................... 4-1
5.0 CONVEYANCE SYSTEM DESIGN AND ANALYSIS .............................................. 5-1
6.0 SPECIAL REPORTS AND STUDIES ................................................................... 6-1
7.0 OTHER LAND USE PERMITS ........................................................................... 7-1
8.0 DESIGN REQUIREMENTS FOR EROSION AND SEDIMENTATION CONTROL AND
STORMWATER POLLUTION ...................................................................................... 8-1
9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND PRIVATE
COVENANTS ............................................................................................................ 9-1
10.0 OPERATIONS AND MAINTENANCE MANUAL ............................................... 10-1
11.0 BIBLIOGRAPHY ........................................................................................... 11-1
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
ii
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
FIGURES
Figure 1 Site Location Map
Figures 2A – 2E TIR Worksheets
Figures 3A – 3C Drainage Review Requirements Figures
Figure 4 Existing Conditions
Figures 5A – 5E USDA NRCS Soils Mapping Information
Figure 6 FEMA Flood Hazard Map
Figure 7 Developed Conditions
APPENDICES
Appendix A WWHM Hydrologic Modeling Output Report
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
1-1
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
1.0 PROJECT OVERVIEW
CEKO, L.L.C. (CEKO) has been contracted by Magellan Architects, project architect, to provide civil
engineering design and consulting services in support of the proposed preschool playground
improvements at 4110 Northeast 4th Street in Renton, Washington (herein referred to as the
Site). The proposed improvements are to be constructed on an approximately 6,700-square-foot
portion of a single parcel, consisting of King County Parcel No. 1023059128. The total parcel area
encompasses approximately 3.56 acres of land. A Site location map is provided on Figure 1.
It is anticipated that project construction will be completed in a single phase, with
commencement of construction activities in 2023 and completion by the winter of 2023. This
Technical Information Report (TIR) has been prepared to fulfill City of Renton Land Use and
Building Permit application submittal requirements. This TIR includes descriptions and
documentation demonstrating how the proposed project design will comply with the
requirements set forth by the City of Renton in the adopted City of Renton Surface Water Design
Manual, adopted on June 22, 2022 (RSWDM 2022), and the 2021 King County Surface Water
Design Manual dated September 25, 2019 (KCSWDM 2021). A TIR worksheet is provided as
Figures 2A through 2E in the building permit submittal issue of this report. It is anticipated that a
Targeted Drainage Review, per Figures 3A through 3C (RSWDM 2022 Figure 1.1.2.A), is triggered
for this project.
1.1 EXISTING SITE CONDITIONS AND HYDROLOGY
The project Site area is approximately 6,700 square feet in the highlands of the City of Renton,
Washington, and is currently developed as a grass area that is part of an existing commercial
shopping center. The Site parcel is bordered as follows:
· To the north by multi-family residential;
· To the east and south, by other parcels of the same commercial shopping center, and the
NE 4th Street right-of-way; and
· To the west by commercial and multi-family commercial properties, and the Union Ave.,
NE right-of-way.
See Figure 4 for a depiction of existing conditions.
As reported by City of Renton staff, the Site is within the Black River Drainage Basin. Currently,
the Site is served by an existing on-Site stormwater collection and management system
constructed with the development of the commercial shopping center. Based on a review of
information presented on COR MAPS, which is the City of Renton online GIS map system,
stormwater runoff flows from the Site and the commercial shopping center are conveyed south
via public surface water mains to a discharge to Maplewood Creek, near its headwater, just south
of the NE 4th Street right-of-way. Maplewood Creek conveys flows southward to a confluence
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
1-2
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
with the Cedar River, near Maplewood Golf Course and Maple Valley Highway, also known as
State Route 169.
Based on a review of the USDA NRCS Web Soil Survey, the Site is underlain with Alderwood
gravelly sandy loam with 8 percent to 15 percent slopes, abbreviated as AgC. AgC is considered
a low permeability, till-like soil. See Figures 5A through 5E.
Based on a review of date presented on the Federal Emergency Management Agency (FEMA)
online Flood Insurance Rate Map (FIRM), Map No. 53033C0981G, the Site is an area designated
as Zone X, which is defined as an area of minimal flood hazard. There are no known flood control
facilities on or associated with the Site. See Figure 6.
1.2 PROPOSED SITE CONDITIONS AND HYDROLOGY
The proposed project includes construction of the following improvements:
· Tenant improvements, interior to the existing building;
· Modifications to an existing loading dock;
· Construction of a new preschool playground conforming to the standards of the Goddard
School;
· Construction of associated stormwater management facilities; and
· Construction of additional and/or modified landscaping, where required.
The new playground area is located on the north end of the existing on-Site building, in an area
that is currently vegetated with mowed grass. See Figure 7 for a depiction of proposed developed
conditions.
The Site is in an area of the City of Renton which is required to meet the Peak Rate Flow Control
Standard, which means that the site stormwater management system is required to match peak
flow rates of the existing Site conditions for the 2-year, 10-year, and 100-year 24-hour design
storm events (RSWDM 2022 1.2.3.1).
The proposed stormwater management system for the Site will include detention in the void
volume of the base rock beneath the proposed play area pervious surfaces. This approach is often
used for synthetic turf athletic field projects and is desirable because of co-location of the flow
control stormwater facility beneath the proposed play area and because the facility allows for
partial infiltration within a substantial portion of the play area footprint.
The proposed improvement surface areas are all non-pollution generating; therefore, no water
quality facilities are proposed.
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
2-1
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
2.0 CONDITIONS SUMMARY WITH RESPONSES
2.1 APPROVAL CONDITIONS
Once issued, conditions of approval will be provided in an appendix of this report. The project is
subject to the City of Renton Stormwater Standards, which, at the time of project vesting, follow
the adopted RSWDM 2022 and KCSWDM 2021. These requirements are as described Section 2.2,
Adopted Basin Plans.
2.2 ADOPTED BASIN PLANS
The project is located within the City of Renton and in the Black River Drainage Basin. Other than
the requirements defined by RSWDM 2022, no additional basin plan requirements are in effect.
2.3 STATE ENVIRONMENTAL POLICY ACT REVIEW AND MITIGATION
The project size is below thresholds that would trigger review and mitigation under the
Washington State Environmental Policy Act (SEPA). SEPA review is not required.
2.4 CORE REQUIREMENTS
As described in Table 1.1.2.A of RSWDM 2022, and with the assumption that the project will be
subject to Targeted Drainage Review, the project is anticipated to be required to meet the nine
Core Drainage Requirements listed below. The six Special Drainage Requirements are not
anticipated to be applicable to the project.
2.4.1 DISCHARGE AT NATURAL LOCATION
The proposed improvements will not alter the discharge location for the Site.
2.4.2 OFF-SITE ANALYSIS
A limited analysis of off-Site downstream drainage conditions has been completed in support of
this preliminary report. Additional analyses can be completed if and as required and appropriate,
after preliminary review by City of Renton staff of the proposed improvements.
2.4.3 FLOW CONTROL FACILITIES
Flow control facilities are proposed, and are anticipated to include detention in the void volume
of the base rock beneath the proposed play area pervious surfaces, limited infiltration within the
footprint of the proposed play areas, and a flow control structure prior to discharge from the
proposed detention system.
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
2-2
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
2.4.4 CONVEYANCE SYSTEM
The proposed improvements include conveyance system improvements with capacities to
adequately convey runoff from the proposed detention system to the existing on-Site
stormwater management facilities.
2.4.5 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN
The submitted Temporary Erosion and Sedimentation (TESC), and Demolition Plan, sheet C2.00
of the project engineering drawings set, provides the information required to meet the
requirements of the Construction Stormwater Pollution Prevention Plan (CSWPP) Plan described
in RSWDM 2022.
2.4.6 MAINTENANCE AND OPERATIONS
The final version of this TIR will include maintenance and operations guidance and requirements
for the proposed stormwater management facilities.
2.4.7 FINANCIAL GUARANTEES AND LIABILITY
Financial guarantees, including cost estimates required to determine financial guarantee
amounts, will be prepared and submitted prior to permit approval and as required by the City of
Renton. Easements and/or Declarations of Covenants will also be prepared and submitted if and
as required.
2.4.8 WATER QUALITY FACILITIES
The proposed improvements are entirely non-pollution generating surface. Because of this, the
requirement to include water quality facilities is not applicable. No water quality facilities are
proposed.
2.4.9 ON-SITE BEST MANAGEMENT PRACTICES (BMPs)
The proposed detention system will allow for limited include limited infiltration within the
footprint of the proposed play areas, thereby meeting this requirement.
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
3-1
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
3.0 OFF-SITE ANALYSIS
The downstream flow route was reviewed on COR MAPS, which is the City of Renton online GIS
map system. Based on a review of information presented on COR MAPS, which is the City of
Renton online GIS map system, stormwater runoff flows from the Site and the commercial
shopping center are conveyed south via public surface water mains to a discharge to Maplewood
Creek, near its headwater, just south of the NE 4th Street right-of-way. Maplewood Creek conveys
flows southward to a confluence with the Cedar River, near Maplewood Golf Course and Maple
Valley Highway, also known as State Route 169.
Additional offsite analyses, including a field review of the downstream flow path can be
performed if and as required and appropriate, after preliminary review by City of Renton staff of
the proposed improvements.
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
4-1
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
4.0 HYDROLOGIC ANALYSIS AND DESIGN
4.1 EXISTING SITE HYDROLOGY
The project Site area is approximately 6,700 square feet in the highlands of the City of Renton,
Washington, and is currently developed as a grass area that is part of an existing commercial
shopping center. The Site parcel is bordered as follows:
· To the north by multi-family residential;
· To the east and south, by other parcels of the same commercial shopping center, and the
NE 4th Street right-of-way; and
· To the west by commercial and multi-family commercial properties, and the Union Ave.,
NE right-of-way.
See Figure 4 for a depiction of existing conditions.
As reported by City of Renton staff, the Site is within the Black River Drainage Basin. Currently,
the Site is served by an existing on-Site stormwater collection and management system
constructed with the development of the commercial shopping center. Based on a review of
information presented on COR MAPS, which is the City of Renton online GIS map system,
stormwater runoff flows from the Site and the commercial shopping center are conveyed south
via public surface water mains to a discharge to Maplewood Creek, near its headwater, just south
of the NE 4th Street right-of-way. Maplewood Creek conveys flows southward to a confluence
with the Cedar River, near Maplewood Golf Course and Maple Valley Highway, also known as
State Route 169.
Based on a review of the USDA NRCS Web Soil Survey, the Site is underlain with Alderwood
gravelly sandy loam with 8 percent to 15 percent slopes, abbreviated as AgC. AgC is considered
a low permeability, till-like soil. See Figures 5A through 5E.
Based on a review of date presented on the Federal Emergency Management Agency (FEMA)
online Flood Insurance Rate Map (FIRM), Map No. 53033C0981G, the Site is an area designated
as Zone X, which is defined as an area of minimal flood hazard. There are no known flood control
facilities on or associated with the Site. See Figure 6.
4.2 DEVELOPED SITE HYDROLOGY
The proposed project includes construction of the following improvements:
· Tenant improvements, interior to the existing building;
· Modifications to an existing loading dock;
· Construction of a new preschool playground conforming to the standards of the Goddard
School;
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
4-2
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
· Construction of associated stormwater management facilities; and
· Construction of additional and/or modified landscaping, where required.
The new playground area is located on the north end of the existing on-Site building, in an area
that is currently vegetated with mowed grass. See Figure 7 for a depiction of proposed developed
conditions.
The Site is in an area of the City of Renton which is required to meet the Peak Rate Flow Control
Standard, which means that the site stormwater management system is required to match peak
flow rates of the existing Site conditions for the 2-year, 10-year, and 100-year 24-hour design
storm events (RSWDM 2022 1.2.3.1).
The proposed stormwater management system for the Site will include detention in the void
volume of the base rock beneath the proposed play area pervious surfaces. This approach is often
used for synthetic turf athletic field projects and is desirable because of co-location of the flow
control stormwater facility beneath the proposed play area and because the facility allows for
partial infiltration within a substantial portion of the play area footprint.
The proposed improvement surface areas are all non-pollution generating; therefore, no water
quality facilities are proposed.
4.3 PERFORMANCE STANDARDS
As stated above and as described in Table 1.1.2.A of RSWDM 2022, and with the assumption that
the project will be subject to Targeted Drainage Review, the project is anticipated to be required
to meet the nine Core Drainage Requirements listed below. The six Special Drainage
Requirements are not anticipated to be applicable to the project.
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
5-1
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
5.0 CONVEYANCE SYSTEM DESIGN AND ANALYSIS
The proposed improvements include conveyance system improvements with capacities to
adequately convey runoff from the proposed detention system to the existing on-Site
stormwater management facilities. A quantitative capacity analysis will be prepared if and as
required and appropriate, after preliminary review by City of Renton staff of the proposed
improvements.
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
6-1
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
6.0 SPECIAL REPORTS AND STUDIES
Geotechnical Report
No Geotechnical report is included as part of this project.
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
7-1
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
7.0 OTHER LAND USE PERMITS
Washington State Department of Transportation
None required.
Washington State Department of Ecology
A Construction Stormwater General Permit, commonly referred to as a CSGP, is not required
because the Site is less than 1 acre of land.
City of Renton
Demolition and Building permits will be applied for in conjunction with the project land use
application.
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
8-1
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
8.0 DESIGN REQUIREMENTS FOR EROSION AND SEDIMENTATION CONTROL AND
STORMWATER POLLUTION
Standard temporary erosion and sedimentation control (TESC) elements are required and
presented on the project TESC and Demolition Plan, which is sheet C2.00 in the project plan set.
The proposed TESC measures include:
1. Silt fences, aligned along the downhill perimeter of work areas;
2. Catch basin inserts, also known as inlet protection, placed in existing catch basins in the
project area;
3. Straw wattles, placed where applicable around the existing, paved driveway area that will
serve as the project staging area. The existing pavement, the straw wattles, and the
relatively long paved driveway route to the street are intended to provide the protections
normally addressed with a stabilized construction entrance; and
4. Temporary security fences, installed around construction areas, if and as needed to
provide site security.
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
9-1
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND PRIVATE COVENANTS
As appropriate, a bond quantity worksheet will be prepared and submitted. Private covenants
will be provided if and as required.
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
10-1
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
10.0 OPERATIONS AND MAINTENANCE MANUAL
If applicable and required, an operations and maintenance manual will be provided with the final
permit submittal issue of this report.
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
11-1
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
CEKO, LLC ■ 425-864-8246 ■ 2255 Squak Mountain Loop SW ■ Issaquah, Washington 98027 ■ www.cekonw.com
11.0 BIBLIOGRAPHY
City of Renton. 2022. City of Renton Surface Water Design Manual. June 22.
Federal Emergency Management Agency (FEMA). 2020. FIRM Flood Insurance Rate Map, King
County, Washington and Incorporated Areas, Map No. 53033C0680G. Accessed August
2, 2022.
King County. 2022. King County iMap.
<https://www.kingcounty.gov/services/gis/Maps/imap.aspx>. Accessed August 2, 2022.
King County Department of Natural Resources and Parks (KCSWDM). 2016. King County,
Washington Surface Water Design Manual. April.
U.S. Department of Agriculture National Resource Conservation Service (NRCS). 2019. Web Soil
Survey. <https://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm>. Accessed
August 2, 2022.
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
FIGURES
TECHNICAL INFORMATION REPORT
Goddard Renton
4110 Northeast 4th Street
Renton, Washington
CEKO PN: 22015.01
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
REFERENCE: 7.5 MINUTE USGS QUADRANGLE RENTON, WASHINGTON. DATED 2020 2000 0 2000
SCALE IN FEET
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:25 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 1
SITE LOCATION MAP
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
SITE LOCATION
WASHINGTON
RENTON
•
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:25 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 2A
TIR WORKSHEET
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:25 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 2B
TIR WORKSHEET
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:25 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 2C
TIR WORKSHEET
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:25 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 2D
TIR WORKSHEET
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:25 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 2E
TIR WORKSHEET
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:25 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 3A
DRAINAGE REVIEW REQUIREMENTS FLOW CHART
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:25 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 3B
DRAINAGE REVIEW REQUIREMENTS
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:26 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 3C
DRAINAGE REVIEW REQUIREMENTS
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:26 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 4
EXISTING CONDITIONS
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
20 0 20
SCALE IN FEET
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:26 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 5A
USDA NRCS SOILS MAP
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:26 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 5B
USDA NRCS SOILS MAP LEGEND
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:26 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 5C
USDA NRCS SOILS MAP UNIT LEGEND
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:26 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 5D
USDA NRCS SOILS MAP UNIT DESCRIPTION
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:26 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 5E
USDA NRCS SOILS MAP UNIT DESCRIPTION
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/6/2022 4:26 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 6
FEMA FLOOD HAZARD MAP
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
·
·
·
·C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\ACAD22015\CAD\22015.01-TIR-Figures.dwg 10/7/2022 1:25 PM (Chris Kovac)Drawn By:Checked By:CEKO PN:
FIGURE 7
DEVELOPED CONDITIONS
GODDARD RENTON
4110 NORTHEAST 4TH STREET
RENTON, WASHINGTON
22015.01CPKCPK
20 0 20
SCALE IN FEET
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
CEKO
C:\CEKO\Projects\Active\22015.01-Magellan-Goddard-Renton\Engineering\TIR\Goddard-Renton-TIR-2022-10-06.docx
APPENDIX A
WWHM HYDROLOGIC MODELING OUTPUT REPORT
TECHNICAL INFORMATION REPORT
Goddard Renton
4110 Northeast 4th Street
Renton, Washington
CEKO PN: 22015.01
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
WWHM2012
PROJECT REPORT
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:03:44 AM Page 2
General Model Information
Project Name:Goddard-Renton-001
Site Name:Goddard-Renton
Site Address:4110 NE 4th Street
City:Renton
Report Date:10/6/2022
Gage:Seatac
Data Start:1948/10/01
Data End:2009/09/30
Timestep:15 Minute
Precip Scale:1.000
Version Date:2021/05/25
Version:4.2.16
POC Thresholds
Low Flow Threshold for POC1:50 Percent of the 2 Year
High Flow Threshold for POC1:50 Year
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:03:44 AM Page 3
Landuse Basin Data
Predeveloped Land Use
Goddard-Renton Play Area Existing
Bypass:No
GroundWater:No
Pervious Land Use acre
C, Lawn, Flat 0.161
Pervious Total 0.161
Impervious Land Use acre
Impervious Total 0
Basin Total 0.161
Element Flows To:
Surface Interflow Groundwater
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:03:44 AM Page 4
Mitigated Land Use
Goddard-Renton Play Area Developed
Bypass:No
GroundWater:No
Pervious Land Use acre
C, Lawn, Flat 0.101
Pervious Total 0.101
Impervious Land Use acre
SIDEWALKS FLAT 0.06
Impervious Total 0.06
Basin Total 0.161
Element Flows To:
Surface Interflow Groundwater
Gravel Trench Bed 1
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:03:44 AM Page 5
Routing Elements
Predeveloped Routing
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:03:44 AM Page 6
Mitigated Routing
Gravel Trench Bed 1
Bottom Length:42.00 ft.
Bottom Width:42.00 ft.
Trench bottom slope 1:0 To 1
Trench Left side slope 0:0 To 1
Trench right side slope 2:0 To 1
Material thickness of first layer:0.67
Pour Space of material for first layer:0.3
Material thickness of second layer:0
Pour Space of material for second layer:0
Material thickness of third layer:0
Pour Space of material for third layer:0
Infiltration On
Infiltration rate:0.3
Infiltration safety factor:0.5
Total Volume Infiltrated (ac-ft.):9.486
Total Volume Through Riser (ac-ft.):0.039
Total Volume Through Facility (ac-ft.):9.525
Percent Infiltrated:99.59
Total Precip Applied to Facility:0
Total Evap From Facility:0
Discharge Structure
Riser Height:0.5 ft.
Riser Diameter:12 in.
Element Flows To:
Outlet 1 Outlet 2
Gravel Trench Bed Hydraulic Table
Stage(feet)Area(ac.)Volume(ac-ft.)Discharge(cfs)Infilt(cfs)
0.0000 0.040 0.000 0.000 0.000
0.0074 0.040 0.000 0.000 0.006
0.0149 0.040 0.000 0.000 0.006
0.0223 0.040 0.000 0.000 0.006
0.0298 0.040 0.000 0.000 0.006
0.0372 0.040 0.000 0.000 0.006
0.0447 0.040 0.000 0.000 0.006
0.0521 0.040 0.000 0.000 0.006
0.0596 0.040 0.000 0.000 0.006
0.0670 0.040 0.000 0.000 0.006
0.0744 0.040 0.000 0.000 0.006
0.0819 0.040 0.001 0.000 0.006
0.0893 0.040 0.001 0.000 0.006
0.0968 0.040 0.001 0.000 0.006
0.1042 0.040 0.001 0.000 0.006
0.1117 0.040 0.001 0.000 0.006
0.1191 0.040 0.001 0.000 0.006
0.1266 0.040 0.001 0.000 0.006
0.1340 0.040 0.001 0.000 0.006
0.1414 0.040 0.001 0.000 0.006
0.1489 0.040 0.001 0.000 0.006
0.1563 0.040 0.001 0.000 0.006
0.1638 0.040 0.002 0.000 0.006
0.1712 0.040 0.002 0.000 0.006
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:03:44 AM Page 7
0.1787 0.040 0.002 0.000 0.006
0.1861 0.040 0.002 0.000 0.006
0.1936 0.040 0.002 0.000 0.006
0.2010 0.040 0.002 0.000 0.006
0.2084 0.040 0.002 0.000 0.006
0.2159 0.040 0.002 0.000 0.006
0.2233 0.040 0.002 0.000 0.006
0.2308 0.040 0.002 0.000 0.006
0.2382 0.040 0.002 0.000 0.006
0.2457 0.040 0.003 0.000 0.006
0.2531 0.040 0.003 0.000 0.006
0.2606 0.040 0.003 0.000 0.006
0.2680 0.040 0.003 0.000 0.006
0.2754 0.040 0.003 0.000 0.006
0.2829 0.040 0.003 0.000 0.006
0.2903 0.040 0.003 0.000 0.006
0.2978 0.040 0.003 0.000 0.006
0.3052 0.040 0.003 0.000 0.006
0.3127 0.040 0.003 0.000 0.006
0.3201 0.040 0.003 0.000 0.006
0.3276 0.040 0.004 0.000 0.006
0.3350 0.040 0.004 0.000 0.006
0.3424 0.040 0.004 0.000 0.006
0.3499 0.040 0.004 0.000 0.006
0.3573 0.040 0.004 0.000 0.006
0.3648 0.040 0.004 0.000 0.006
0.3722 0.040 0.004 0.000 0.006
0.3797 0.040 0.004 0.000 0.006
0.3871 0.040 0.004 0.000 0.006
0.3946 0.040 0.004 0.000 0.006
0.4020 0.040 0.004 0.000 0.006
0.4094 0.040 0.005 0.000 0.006
0.4169 0.040 0.005 0.000 0.006
0.4243 0.040 0.005 0.000 0.006
0.4318 0.040 0.005 0.000 0.006
0.4392 0.040 0.005 0.000 0.006
0.4467 0.040 0.005 0.000 0.006
0.4541 0.040 0.005 0.000 0.006
0.4616 0.040 0.005 0.000 0.006
0.4690 0.040 0.005 0.000 0.006
0.4764 0.040 0.005 0.000 0.006
0.4839 0.040 0.005 0.000 0.006
0.4913 0.040 0.006 0.000 0.006
0.4988 0.040 0.006 0.000 0.006
0.5062 0.040 0.006 0.005 0.006
0.5137 0.040 0.006 0.017 0.006
0.5211 0.040 0.006 0.032 0.006
0.5286 0.040 0.006 0.051 0.006
0.5360 0.040 0.006 0.072 0.006
0.5434 0.040 0.006 0.096 0.006
0.5509 0.040 0.006 0.121 0.006
0.5583 0.040 0.006 0.149 0.006
0.5658 0.040 0.006 0.178 0.006
0.5732 0.040 0.007 0.209 0.006
0.5807 0.040 0.007 0.242 0.006
0.5881 0.040 0.007 0.276 0.006
0.5956 0.040 0.007 0.311 0.006
0.6030 0.040 0.007 0.348 0.006
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:03:44 AM Page 8
0.6104 0.040 0.007 0.386 0.006
0.6179 0.040 0.007 0.425 0.006
0.6253 0.040 0.007 0.465 0.006
0.6328 0.040 0.007 0.506 0.006
0.6402 0.040 0.007 0.548 0.006
0.6477 0.040 0.007 0.591 0.006
0.6551 0.040 0.008 0.634 0.006
0.6626 0.040 0.008 0.678 0.006
0.6700 0.040 0.008 0.723 0.006
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:03:44 AM Page 9
Analysis Results
POC 1
+ Predeveloped x Mitigated
Predeveloped Landuse Totals for POC #1
Total Pervious Area:0.161
Total Impervious Area:0
Mitigated Landuse Totals for POC #1
Total Pervious Area:0.101
Total Impervious Area:0.06
Flow Frequency Method:Log Pearson Type III 17B
Flow Frequency Return Periods for Predeveloped. POC #1
Return Period Flow(cfs)
2 year 0.012681
5 year 0.023001
10 year 0.031399
25 year 0.043757
50 year 0.054221
100 year 0.065754
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 0.027 0.000
1950 0.030 0.000
1951 0.014 0.005
1952 0.006 0.000
1953 0.004 0.000
1954 0.009 0.000
1955 0.010 0.000
1956 0.013 0.000
1957 0.015 0.000
1958 0.008 0.000
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:08 AM Page 10
1959 0.007 0.000
1960 0.016 0.000
1961 0.011 0.000
1962 0.004 0.000
1963 0.011 0.000
1964 0.012 0.000
1965 0.018 0.000
1966 0.006 0.000
1967 0.030 0.000
1968 0.014 0.000
1969 0.016 0.000
1970 0.010 0.000
1971 0.016 0.000
1972 0.026 0.000
1973 0.005 0.000
1974 0.014 0.000
1975 0.017 0.000
1976 0.011 0.000
1977 0.009 0.000
1978 0.010 0.000
1979 0.003 0.000
1980 0.032 0.000
1981 0.009 0.000
1982 0.028 0.037
1983 0.014 0.000
1984 0.008 0.000
1985 0.010 0.000
1986 0.013 0.004
1987 0.013 0.000
1988 0.005 0.000
1989 0.004 0.000
1990 0.061 0.035
1991 0.038 0.017
1992 0.009 0.000
1993 0.005 0.000
1994 0.004 0.000
1995 0.009 0.000
1996 0.026 0.000
1997 0.016 0.010
1998 0.011 0.000
1999 0.044 0.000
2000 0.012 0.000
2001 0.003 0.000
2002 0.024 0.000
2003 0.019 0.000
2004 0.030 0.038
2005 0.013 0.000
2006 0.014 0.000
2007 0.056 0.023
2008 0.037 0.043
2009 0.019 0.000
Ranked Annual Peaks
Ranked Annual Peaks for Predeveloped and Mitigated. POC #1
Rank Predeveloped Mitigated
1 0.0605 0.0432
2 0.0563 0.0378
3 0.0441 0.0367
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:08 AM Page 11
4 0.0378 0.0351
5 0.0370 0.0232
6 0.0322 0.0165
7 0.0301 0.0100
8 0.0300 0.0046
9 0.0296 0.0043
10 0.0285 0.0001
11 0.0266 0.0000
12 0.0258 0.0000
13 0.0257 0.0000
14 0.0242 0.0000
15 0.0189 0.0000
16 0.0189 0.0000
17 0.0175 0.0000
18 0.0167 0.0000
19 0.0164 0.0000
20 0.0156 0.0000
21 0.0156 0.0000
22 0.0156 0.0000
23 0.0154 0.0000
24 0.0144 0.0000
25 0.0142 0.0000
26 0.0140 0.0000
27 0.0139 0.0000
28 0.0137 0.0000
29 0.0134 0.0000
30 0.0132 0.0000
31 0.0130 0.0000
32 0.0128 0.0000
33 0.0118 0.0000
34 0.0115 0.0000
35 0.0115 0.0000
36 0.0112 0.0000
37 0.0110 0.0000
38 0.0109 0.0000
39 0.0104 0.0000
40 0.0100 0.0000
41 0.0100 0.0000
42 0.0098 0.0000
43 0.0094 0.0000
44 0.0093 0.0000
45 0.0093 0.0000
46 0.0087 0.0000
47 0.0085 0.0000
48 0.0085 0.0000
49 0.0076 0.0000
50 0.0066 0.0000
51 0.0064 0.0000
52 0.0058 0.0000
53 0.0055 0.0000
54 0.0052 0.0000
55 0.0046 0.0000
56 0.0041 0.0000
57 0.0037 0.0000
58 0.0036 0.0000
59 0.0036 0.0000
60 0.0034 0.0000
61 0.0031 0.0000
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:08 AM Page 12
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:08 AM Page 13
Duration Flows
The Facility PASSED
Flow(cfs)Predev Mit Percentage Pass/Fail
0.0063 3480 97 2 Pass
0.0068 2710 95 3 Pass
0.0073 2214 92 4 Pass
0.0078 1824 85 4 Pass
0.0083 1449 84 5 Pass
0.0088 1214 80 6 Pass
0.0092 974 76 7 Pass
0.0097 766 71 9 Pass
0.0102 603 68 11 Pass
0.0107 467 64 13 Pass
0.0112 385 61 15 Pass
0.0117 314 60 19 Pass
0.0121 250 58 23 Pass
0.0126 220 58 26 Pass
0.0131 180 57 31 Pass
0.0136 153 56 36 Pass
0.0141 135 51 37 Pass
0.0146 124 48 38 Pass
0.0150 116 46 39 Pass
0.0155 109 44 40 Pass
0.0160 99 43 43 Pass
0.0165 91 42 46 Pass
0.0170 86 39 45 Pass
0.0175 82 38 46 Pass
0.0179 78 37 47 Pass
0.0184 76 36 47 Pass
0.0189 71 34 47 Pass
0.0194 68 34 50 Pass
0.0199 66 32 48 Pass
0.0204 62 31 50 Pass
0.0208 61 29 47 Pass
0.0213 57 29 50 Pass
0.0218 53 26 49 Pass
0.0223 49 26 53 Pass
0.0228 48 26 54 Pass
0.0233 45 25 55 Pass
0.0238 43 22 51 Pass
0.0242 38 20 52 Pass
0.0247 37 19 51 Pass
0.0252 36 18 50 Pass
0.0257 35 16 45 Pass
0.0262 33 14 42 Pass
0.0267 30 12 40 Pass
0.0271 30 11 36 Pass
0.0276 28 10 35 Pass
0.0281 26 8 30 Pass
0.0286 24 7 29 Pass
0.0291 22 7 31 Pass
0.0296 22 7 31 Pass
0.0300 19 7 36 Pass
0.0305 18 6 33 Pass
0.0310 15 6 40 Pass
0.0315 15 6 40 Pass
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:08 AM Page 14
0.0320 13 6 46 Pass
0.0325 11 6 54 Pass
0.0329 11 5 45 Pass
0.0334 10 5 50 Pass
0.0339 9 5 55 Pass
0.0344 9 5 55 Pass
0.0349 8 5 62 Pass
0.0354 8 4 50 Pass
0.0358 8 4 50 Pass
0.0363 7 4 57 Pass
0.0368 7 3 42 Pass
0.0373 6 3 50 Pass
0.0378 6 3 50 Pass
0.0383 5 2 40 Pass
0.0387 5 2 40 Pass
0.0392 5 2 40 Pass
0.0397 5 2 40 Pass
0.0402 5 1 20 Pass
0.0407 5 1 20 Pass
0.0412 5 1 20 Pass
0.0416 4 1 25 Pass
0.0421 4 1 25 Pass
0.0426 4 1 25 Pass
0.0431 3 1 33 Pass
0.0436 3 0 0 Pass
0.0441 3 0 0 Pass
0.0445 2 0 0 Pass
0.0450 2 0 0 Pass
0.0455 2 0 0 Pass
0.0460 2 0 0 Pass
0.0465 2 0 0 Pass
0.0470 2 0 0 Pass
0.0475 2 0 0 Pass
0.0479 2 0 0 Pass
0.0484 2 0 0 Pass
0.0489 2 0 0 Pass
0.0494 2 0 0 Pass
0.0499 2 0 0 Pass
0.0504 2 0 0 Pass
0.0508 2 0 0 Pass
0.0513 2 0 0 Pass
0.0518 2 0 0 Pass
0.0523 2 0 0 Pass
0.0528 2 0 0 Pass
0.0533 2 0 0 Pass
0.0537 2 0 0 Pass
0.0542 2 0 0 Pass
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:08 AM 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.
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:08 AM Page 16
LID Report
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:14 AM 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.
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:14 AM Page 18
Appendix
Predeveloped Schematic
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:14 AM Page 19
Mitigated Schematic
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:15 AM Page 20
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 Goddard-Renton-001.wdm
MESSU 25 PreGoddard-Renton-001.MES
27 PreGoddard-Renton-001.L61
28 PreGoddard-Renton-001.L62
30 POCGoddard-Renton-0011.dat
END FILES
OPN SEQUENCE
INGRP INDELT 00:15
PERLND 16
COPY 501
DISPLY 1
END INGRP
END OPN SEQUENCE
DISPLY
DISPLY-INFO1
# - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND
1 Goddard-Renton Play Area 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 ***
16 C, Lawn, Flat 1 1 1 1 27 0
END GEN-INFO
*** Section PWATER***
ACTIVITY
<PLS > ************* Active Sections *****************************
# - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ***
16 0 0 1 0 0 0 0 0 0 0 0 0
END ACTIVITY
PRINT-INFO
<PLS > ***************** Print-flags ***************************** PIVL PYR
# - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *********
16 0 0 4 0 0 0 0 0 0 0 0 0 1 9
END PRINT-INFO
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:15 AM Page 21
PWAT-PARM1
<PLS > PWATER variable monthly parameter value flags ***
# - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT ***
16 0 0 0 0 0 0 0 0 0 0 0
END PWAT-PARM1
PWAT-PARM2
<PLS > PWATER input info: Part 2 ***
# - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC
16 0 4.5 0.03 400 0.05 0.5 0.996
END PWAT-PARM2
PWAT-PARM3
<PLS > PWATER input info: Part 3 ***
# - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP
16 0 0 2 2 0 0 0
END PWAT-PARM3
PWAT-PARM4
<PLS > PWATER input info: Part 4 ***
# - # CEPSC UZSN NSUR INTFW IRC LZETP ***
16 0.1 0.25 0.25 6 0.5 0.25
END PWAT-PARM4
PWAT-STATE1
<PLS > *** Initial conditions at start of simulation
ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 ***
# - # *** CEPS SURS UZS IFWS LZS AGWS GWVS
16 0 0 0 0 2.5 1 0
END PWAT-STATE1
END PERLND
IMPLND
GEN-INFO
<PLS ><-------Name-------> Unit-systems Printer ***
# - # User t-series Engl Metr ***
in out ***
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
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:15 AM Page 22
END IMPLND
SCHEMATIC
<-Source-> <--Area--> <-Target-> MBLK ***
<Name> # <-factor-> <Name> # Tbl# ***
Goddard-Renton Play Area Existing***
PERLND 16 0.161 COPY 501 12
PERLND 16 0.161 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
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:15 AM Page 23
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
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:15 AM Page 24
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 Goddard-Renton-001.wdm
MESSU 25 MitGoddard-Renton-001.MES
27 MitGoddard-Renton-001.L61
28 MitGoddard-Renton-001.L62
30 POCGoddard-Renton-0011.dat
END FILES
OPN SEQUENCE
INGRP INDELT 00:15
PERLND 16
IMPLND 8
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 Gravel Trench Bed 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 ***
16 C, Lawn, Flat 1 1 1 1 27 0
END GEN-INFO
*** Section PWATER***
ACTIVITY
<PLS > ************* Active Sections *****************************
# - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ***
16 0 0 1 0 0 0 0 0 0 0 0 0
END ACTIVITY
PRINT-INFO
<PLS > ***************** Print-flags ***************************** PIVL PYR
# - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *********
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:15 AM Page 25
16 0 0 4 0 0 0 0 0 0 0 0 0 1 9
END PRINT-INFO
PWAT-PARM1
<PLS > PWATER variable monthly parameter value flags ***
# - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT ***
16 0 0 0 0 0 0 0 0 0 0 0
END PWAT-PARM1
PWAT-PARM2
<PLS > PWATER input info: Part 2 ***
# - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC
16 0 4.5 0.03 400 0.05 0.5 0.996
END PWAT-PARM2
PWAT-PARM3
<PLS > PWATER input info: Part 3 ***
# - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP
16 0 0 2 2 0 0 0
END PWAT-PARM3
PWAT-PARM4
<PLS > PWATER input info: Part 4 ***
# - # CEPSC UZSN NSUR INTFW IRC LZETP ***
16 0.1 0.25 0.25 6 0.5 0.25
END PWAT-PARM4
PWAT-STATE1
<PLS > *** Initial conditions at start of simulation
ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 ***
# - # *** CEPS SURS UZS IFWS LZS AGWS GWVS
16 0 0 0 0 2.5 1 0
END PWAT-STATE1
END PERLND
IMPLND
GEN-INFO
<PLS ><-------Name-------> Unit-systems Printer ***
# - # User t-series Engl Metr ***
in out ***
8 SIDEWALKS/FLAT 1 1 1 27 0
END GEN-INFO
*** Section IWATER***
ACTIVITY
<PLS > ************* Active Sections *****************************
# - # ATMP SNOW IWAT SLD IWG IQAL ***
8 0 0 1 0 0 0
END ACTIVITY
PRINT-INFO
<ILS > ******** Print-flags ******** PIVL PYR
# - # ATMP SNOW IWAT SLD IWG IQAL *********
8 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 ***
8 0 0 0 0 0
END IWAT-PARM1
IWAT-PARM2
<PLS > IWATER input info: Part 2 ***
# - # *** LSUR SLSUR NSUR RETSC
8 400 0.01 0.1 0.1
END IWAT-PARM2
IWAT-PARM3
<PLS > IWATER input info: Part 3 ***
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:15 AM Page 26
# - # ***PETMAX PETMIN
8 0 0
END IWAT-PARM3
IWAT-STATE1
<PLS > *** Initial conditions at start of simulation
# - # *** RETS SURS
8 0 0
END IWAT-STATE1
END IMPLND
SCHEMATIC
<-Source-> <--Area--> <-Target-> MBLK ***
<Name> # <-factor-> <Name> # Tbl# ***
Goddard-Renton Play Area Developed***
PERLND 16 0.101 RCHRES 1 2
IMPLND 8 0.06 RCHRES 1 5
******Routing******
PERLND 16 0.101 COPY 1 12
IMPLND 8 0.06 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 Gravel Trench Be-007 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
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:15 AM Page 27
HYDR-INIT
RCHRES Initial conditions for each HYDR section ***
# - # *** VOL Initial value of COLIND Initial value of OUTDGT
*** ac-ft for each possible exit for each possible exit
<------><--------> <---><---><---><---><---> *** <---><---><---><---><--->
1 0 4.0 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
92 5
Depth Area Volume Outflow1 Outflow2 Velocity Travel Time***
(ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)***
0.000000 0.040496 0.000000 0.000000 0.000000
0.007444 0.040496 0.000090 0.000000 0.006125
0.014889 0.040496 0.000181 0.000000 0.006125
0.022333 0.040496 0.000271 0.000000 0.006125
0.029778 0.040496 0.000362 0.000000 0.006125
0.037222 0.040496 0.000452 0.000000 0.006125
0.044667 0.040496 0.000543 0.000000 0.006125
0.052111 0.040496 0.000633 0.000000 0.006125
0.059556 0.040496 0.000724 0.000000 0.006125
0.067000 0.040496 0.000814 0.000000 0.006125
0.074444 0.040496 0.000904 0.000000 0.006125
0.081889 0.040496 0.000995 0.000000 0.006125
0.089333 0.040496 0.001085 0.000000 0.006125
0.096778 0.040496 0.001176 0.000000 0.006125
0.104222 0.040496 0.001266 0.000000 0.006125
0.111667 0.040496 0.001357 0.000000 0.006125
0.119111 0.040496 0.001447 0.000000 0.006125
0.126556 0.040496 0.001537 0.000000 0.006125
0.134000 0.040496 0.001628 0.000000 0.006125
0.141444 0.040496 0.001718 0.000000 0.006125
0.148889 0.040496 0.001809 0.000000 0.006125
0.156333 0.040496 0.001899 0.000000 0.006125
0.163778 0.040496 0.001990 0.000000 0.006125
0.171222 0.040496 0.002080 0.000000 0.006125
0.178667 0.040496 0.002171 0.000000 0.006125
0.186111 0.040496 0.002261 0.000000 0.006125
0.193556 0.040496 0.002351 0.000000 0.006125
0.201000 0.040496 0.002442 0.000000 0.006125
0.208444 0.040496 0.002532 0.000000 0.006125
0.215889 0.040496 0.002623 0.000000 0.006125
0.223333 0.040496 0.002713 0.000000 0.006125
0.230778 0.040496 0.002804 0.000000 0.006125
0.238222 0.040496 0.002894 0.000000 0.006125
0.245667 0.040496 0.002985 0.000000 0.006125
0.253111 0.040496 0.003075 0.000000 0.006125
0.260556 0.040496 0.003165 0.000000 0.006125
0.268000 0.040496 0.003256 0.000000 0.006125
0.275444 0.040496 0.003346 0.000000 0.006125
0.282889 0.040496 0.003437 0.000000 0.006125
0.290333 0.040496 0.003527 0.000000 0.006125
0.297778 0.040496 0.003618 0.000000 0.006125
0.305222 0.040496 0.003708 0.000000 0.006125
0.312667 0.040496 0.003799 0.000000 0.006125
0.320111 0.040496 0.003889 0.000000 0.006125
0.327556 0.040496 0.003979 0.000000 0.006125
0.335000 0.040496 0.004070 0.000000 0.006125
0.342444 0.040496 0.004160 0.000000 0.006125
0.349889 0.040496 0.004251 0.000000 0.006125
0.357333 0.040496 0.004341 0.000000 0.006125
0.364778 0.040496 0.004432 0.000000 0.006125
0.372222 0.040496 0.004522 0.000000 0.006125
0.379667 0.040496 0.004612 0.000000 0.006125
0.387111 0.040496 0.004703 0.000000 0.006125
0.394556 0.040496 0.004793 0.000000 0.006125
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:15 AM Page 28
0.402000 0.040496 0.004884 0.000000 0.006125
0.409444 0.040496 0.004974 0.000000 0.006125
0.416889 0.040496 0.005065 0.000000 0.006125
0.424333 0.040496 0.005155 0.000000 0.006125
0.431778 0.040496 0.005246 0.000000 0.006125
0.439222 0.040496 0.005336 0.000000 0.006125
0.446667 0.040496 0.005426 0.000000 0.006125
0.454111 0.040496 0.005517 0.000000 0.006125
0.461556 0.040496 0.005607 0.000000 0.006125
0.469000 0.040496 0.005698 0.000000 0.006125
0.476444 0.040496 0.005788 0.000000 0.006125
0.483889 0.040496 0.005879 0.000000 0.006125
0.491333 0.040496 0.005969 0.000000 0.006125
0.498778 0.040496 0.006060 0.000000 0.006125
0.506222 0.040496 0.006150 0.005211 0.006125
0.513667 0.040496 0.006240 0.016957 0.006125
0.521111 0.040496 0.006331 0.032545 0.006125
0.528556 0.040496 0.006421 0.051183 0.006125
0.536000 0.040496 0.006512 0.072430 0.006125
0.543444 0.040496 0.006602 0.095992 0.006125
0.550889 0.040496 0.006693 0.121651 0.006125
0.558333 0.040496 0.006783 0.149239 0.006125
0.565778 0.040496 0.006873 0.178613 0.006125
0.573222 0.040496 0.006964 0.209654 0.006125
0.580667 0.040496 0.007054 0.242254 0.006125
0.588111 0.040496 0.007145 0.276316 0.006125
0.595556 0.040496 0.007235 0.311748 0.006125
0.603000 0.040496 0.007326 0.348467 0.006125
0.610444 0.040496 0.007416 0.386387 0.006125
0.617889 0.040496 0.007507 0.425429 0.006125
0.625333 0.040496 0.007597 0.465514 0.006125
0.632778 0.040496 0.007687 0.506562 0.006125
0.640222 0.040496 0.007778 0.548496 0.006125
0.647667 0.040496 0.007868 0.591236 0.006125
0.655111 0.040496 0.007959 0.634704 0.006125
0.662556 0.040496 0.008049 0.678821 0.006125
0.670000 0.040496 0.008140 0.723505 0.006125
0.677444 0.040496 0.008441 0.768676 0.006125
END FTABLE 1
END FTABLES
EXT SOURCES
<-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> ***
<Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # ***
WDM 2 PREC ENGL 1 PERLND 1 999 EXTNL PREC
WDM 2 PREC ENGL 1 IMPLND 1 999 EXTNL PREC
WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP
WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP
END EXT SOURCES
EXT TARGETS
<-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd ***
<Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg***
RCHRES 1 HYDR RO 1 1 1 WDM 1000 FLOW ENGL REPL
RCHRES 1 HYDR O 1 1 1 WDM 1001 FLOW ENGL REPL
RCHRES 1 HYDR O 2 1 1 WDM 1002 FLOW ENGL REPL
RCHRES 1 HYDR STAGE 1 1 1 WDM 1003 STAG ENGL REPL
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 2
PERLND PWATER SURO 0.083333 RCHRES INFLOW IVOL
END MASS-LINK 2
MASS-LINK 5
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:15 AM Page 29
IMPLND IWATER SURO 0.083333 RCHRES INFLOW IVOL
END MASS-LINK 5
MASS-LINK 12
PERLND PWATER SURO 0.083333 COPY INPUT MEAN
END MASS-LINK 12
MASS-LINK 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
END MASS-LINK
END RUN
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:15 AM Page 30
Predeveloped HSPF Message File
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:15 AM Page 31
Mitigated HSPF Message File
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47
Goddard-Renton-001 10/6/2022 10:04:15 AM Page 32
Disclaimer
Legal Notice
This program and accompanying documentation is provided 'as-is' without warranty of any kind. The
entire risk regarding the performance and results of this program is assumed by the user. Clear Creek
Solutions, Inc. disclaims 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. has been
advised of the possibility of such damages.
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
DocuSign Envelope ID: 108D365A-BF86-40BD-88FF-CF3D617C2D47