HomeMy WebLinkAboutResidential Drainage Application.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 3 | Published: 2/1/2018
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Website: rentonwa.gov
RESIDENTIAL DRAINAGE APPLICATION
Published: 2/1/2018
34TRESIDENTIAL ROADWAY/DRAINAGE IMPROVEMENT DETERMINATION REQUEST ON-LINE FORM34T IS REQUIRED
TO BE SUBMITTED AND A DETERMINATION RESULT OBTAINED PRIOR TO SUBMITTING A RESIDENTIAL –
SIMPLIFIED DRAINAGE OR BUILDING PERMIT APPLICATIONS.
ALL PLANS AND ATTACHMENTS ARE SUBJECT TO 34TELECTRONIC FILE STANDARDS34T.
PURPOSE: To ensure compliance with the City’s drainage requirements associated with residential single family
development or redevelopment projects in accordance with City of Renton’s adopted standards (RMC 4-6-030),
consistent with the City’s goal to protect public health, safety, welfare and aesthetics, and providing adequate public
services/infrastructure.
REQUIREMENTS: All residential developments that add impervious surface or have land disturbing activity are required
to complete a Residential Drainage Application. Those developments that trigger drainage review shall comply with
the requirements contained in the following Sections of the 2017 City of Renton Surface Water Design Manual
(RSWDM): Appendix C.1 for Simplified Drainage Review, Appendix C.1.2 for Targeted Drainage Review, or Section
1.1.2.3 for Directed Drainage Review. EROSION AND SEDIMENT CONTROL IS REQUIRED FOR ALL PROJECTS
RESULTING IN LAND DISTURBING ACTIVITY.
Applicants are required to submit and obtain a determination of roadway improvements and storm drainage
requirements prior to submitting for all residential building permits, with the exception of Interior Remodels,
Pool/Spa, Fence Installation, and Photo-Voltaic Installation. A determination is obtained by submitting a 34TResidential
Roadway/Drainage Improvement Determination Request On-line Form34T A Determination will be sent back to the
recipient within three (3) business days following receipt of submittal.
COMPLETE APPLICATION REQUIRED: In order to accept your Building Permit application, each of the items included in
the Residential Drainage Application must be submitted concurrently with the Combination or Building Permit
Application.
APPLICATION INTAKE MEETING FOR APPLICATION SUBMITTAL: The Applicant is required to schedule an intake meeting
with a Permit Technician to submit a Permit Application to the City for review. Intake meetings will be scheduled and
held at the City’s Permit Center located on the 6th floor counter of Renton City Hall, 1055 South Grady Way, between
8:00 A.M. and 4:00 P.M. Monday through Friday. Please call 425-430-7200 to schedule an Intake Meeting with a
Permit Technician.
ADDITIONAL PERMITS AND REVIEW: Additional permits and/or drainage review may be required as part of this proposal.
It is the Applicant’s responsibility to obtain these other approvals. Information regarding these other requirements
may be found at the City’s webpage (rentonwa.gov) under the Surface Water Standards page.
RESIDENTIAL DRAINAGE APPLICATION (CONT ’D )
Page 2 of 3 | Published: 2/1/2018
THRESHOLD: All Residential development in the City of Renton require either Drainage Evaluation or Drainage Review.
Drainage Review is triggered for any residential development in the City of Renton that results in:
2,000 square feet or more of new plus replaced impervious surface; OR
7,000 square feet of land disturbing activity; OR
Construction or modification of a pipe/ditch that is 12 inches or more in size/depth, or received storm water runoff
or surface water from a drainage pipe/ditch that is 12 inches or more in size/depth; OR
The project contains or is adjacent to a flood, erosion, or steep slope hazard area as defined in RMC 4-3-050, or is
located within a Landslide hazard area in RMC 4-3-050.
The type of drainage review is determined based upon the project and site characteristics.
Those developments that do not trigger Drainage Review will require a Drainage Evaluation to ensure storm water is
managed properly onsite to confirm that there is no erosion or flooding potential.
DEFINITIONS:
Impervious surface means a non-vegetated surface area that either prevents or retards the entry of water into the soil
mantle as under natural conditions before development; or that causes water to run off the surface in greater
quantities or at an increased rate of flow compared to the flow present under natural conditions prior to development
(e.g., roofs, driveways, etc.). Common impervious surfaces include, but are not limited to, roof, walkways, patios,
driveways, parking lots, or storage areas, areas that are paved, graveled or made of packed or oiled earthen materials
or other surfaces that similarly impede the natural infiltration of surface water or stormwater. For the purposes of
applying the impervious surface thresholds, permeable pavement, vegetated roofs, and pervious surfaces with
underdrains designed to collect stormwater runoff are considered impervious surface while an open uncovered flow
control or water quality facility is not.
Land Disturbing Activity means any activity that results in a change in the existing soil cover (both vegetative and non-
vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to demolition,
construction, clearing, grading, filling, excavation, and compaction. Land disturbing activity does not include tillin g
conducted as part of agricultural practices, landscape maintenance, or gardening.
New impervious surface means the addition of a man-made, modified, or compacted surface like roofs, pavement, gravel,
or dirt; or the addition of a more compacted surface, such as resurfacing by upgrading from dirt to gravel, asphalt, or
concrete; upgrading from gravel to asphalt, or concrete; or upgrading from a bituminous surface treatment (“chip
seal”) to asphalt or concrete. Permeable pavement and vegetated roofs are considered new impervious surface for
purposes of determining whether the thresholds for application of minimum requirements are exceeded, as are lawns,
landscaping, sports fields, golf courses, and other areas that have modified runoff characteristics resulting from the
addition of underdrains designed to collect stormwater runoff. Open, uncovered retention/detention facilities shall
not be considered impervious surfaces for purposes of determining whether the thresholds for application of
minimum requirements are exceeded. Open, uncovered retention/detention facilities shall be considered impervious
surfaces for purposes of runoff modeling.
New pollution generating impervious surface (PGIS) means new impervious surface that is pollution-generating
impervious surface or any alteration of existing pollution-generating impervious surface that changes the type of
pollutants or results in increased pollution loads and/or concentrations.
On-site BMP means small scale drainage facility or feature that is part of a development site strategy to use processes
such as infiltration, dispersion storage evaporation, transpiration, forest retention, and reduced impervious surface
footprint to mimic pre-developed hydrology and minimize stormwater runoff.
RESIDENTIAL DRAINAGE APPLICATION (CONT ’D )
Page 3 of 3 | Published: 2/1/2018
Pervious surface means any surface material that allows stormwater to infiltrate into the ground. Examples include lawn,
landscape, pasture, and native vegetation areas. Note for purposes of threshold determination and runoff volume
modeling for detention and treatment, vegetated roofs and permeable pavements are to be considered impervious
surfaces along with lawns, landscaping, sports fields, golf courses and other areas that have modified runoff
characteristics resulting from the addition of underdrains.
Pollution-generating impervious surface (PGIS) means an impervious surface considered to be a significant source of
pollutants in stormwater runoff. Such surfaces include those that are subject to vehicular use, industrial activities, or
storage of erodible or leachable materials, wastes, or chemicals and that receive direct rainfall or the run-on or blow-
in of rainfall. A covered parking area would be considered PGIS if runoff from uphill could regularly run through it or
if rainfall could regularly blow in and wet the pavement surface. Metal roofs are also considered PGIS unless they are
coated with an inert, non-leachable material (see Reference Section 11-E); or roofs that are exposed to the venting of
significant amounts of dusts, mists, or fumes from manufacturing, commercial, or other indoor activities. PGIS includes
vegetated roofs exposed to pesticides, fertilizers, or loss of soil. Other roofing types that may pose risk but are not
currently regulated are listed Reference Section 11-E. Lawns, landscaping, sports fields, golf courses, and other areas
that have modified runoff characteristics resulting from the addition of underdrains that have the pollution generating
characteristics described under the “pollution-generating pervious surface” definition are also considered PGIS.
Pollution-generating pervious surface (PGPS) means a non-impervious surface considered to be a significant source of
pollutants in surface and storm water runoff. Such surfaces include those that are subject to vehicular use, industrial
activities, storage of erodible or leachable materials, wastes, or chemicals, and that receive direct rainfall or the run-
on or blow-in of rainfall; or subject to use of pesticides and fertilizers, or loss of soil. Such surfaces include, but are not
limited to, the lawn and landscaped areas of residential, commercial, and industrial sites or land uses, golf courses,
parks, sports fields (natural and artificial turf), cemeteries, and grassed modular grid pavement.
Replaced impervious surface means any existing impervious surface on the project site that is proposed to be removed
and re-established as impervious surface, excluding impervious surface removed for the sole purpose of installing
utilities or performing maintenance on underground infrastructure. For structures, removed means the removal of
buildings down to the foundation. For other impervious surfaces, removed means the removal down to base course
or bare soil. For purposes of this definition, base course is the layer of crushed rock that typically underlies an asphalt
or concrete pavement. It does not include the removal of pavement material through grinding or other surface
modification unless the entire layer of PCC or AC is removed. Replaced impervious surface also includes impervious
surface that is moved from one location to another on the project site where the following two conditions are met:
(A) runoff characteristics and volumes remain the same or are improved in the area where the existing impervious
surface is removed , and (B) impervious surface at the new location is either designated as non-pollution generating
or the pollution generating characteristics remain unchanged compared to that of the original location.
Replaced pollution generating impervious surface (PGIS) means replaced impervious surface that is pollution-generating
impervious surface.
Specific Code Section(s) related to this document
34TRMC Ch 4-634T Street and Utility Standards
34TRMC Ch 4-834T Permits – General and Appeals
Additional Design Resources and City Standards
34TCity of Renton Surface Water Design Manual (RSWDM)34T
34TCity of Renton Standard Details34T
34TCity of Renton Forms34T
34Surface Water Design Manual Definitions
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 8 | Published: 2/1/2018
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Website: rentonwa.gov
RESIDENTIAL DRAINAGE APPLICATION
Applicant Information
Name:
Address:
City: State: Zip:
Phone:
Email:
Property Owner Information
Name:
Address:
City: State: Zip:
Phone:
Email:
Project Data
Proposed Impervious Surface: Fill in all applicable blanks below to list the square footage of all new (or replaced) and
existing impervious surface areas on your parcel. When calculating impervious surface areas for buildings do not list the
living/useable space square-footage, instead list the building roof square-footage measured to the outside edge of the
eve or gutter.
IMPERVIOUS NEW EXISTING (to remain) TOTAL
Roof Area (House, Attached Garage, Covered Patio,
Covered Deck, Covered Porch)sq. ft. sq. ft. sq. ft.
Roof Area (Detached Garage)sq. ft. sq. ft. sq. ft.
Roof Area (All Out Buildings)sq. ft. sq. ft. sq. ft.
On-site Driveway Area sq. ft. sq. ft. sq. ft.
Off-site Driveway Area sq. ft. sq. ft. sq. ft.
Walkways/Sidewalks/Stepping Stone Area sq. ft. sq. ft. sq. ft.
Uncovered Porch and / or Patios Area sq. ft. sq. ft. sq. ft.
Uncovered Decks Area sq. ft. sq. ft. sq. ft.
Replaced Impervious Area
(Considered New Impervious)sq. ft. sq. ft. sq. ft.
All Other Impervious Areas sq. ft. sq. ft. sq. ft.
Total New Impervious Surface Area sq. ft.
Total Existing Impervious Surface Area sq. ft.
Total Impervious Areas sq. ft.
Total Clearing Limits, Site Disturbance / Graded Areas (Include Septic Drain fields Primary and Reserve) sq. ft.
Total New Pervious Areas
[(Total Clearing Limits, Site Disturbance/Graded Areas) – (Total New Impervious Areas)]sq. ft.
Project Name:
Project Address/Location: Parcel #(s):
Description of Project:
RESIDENTIAL DRAINAGE APPLICATION (CONT ’D )
Page 2 of 8 | Published: 2/1/2018
Drainage Review or Drainage Evaluation Required?
The flow chart below identifies the drainage review/evaluation thresholds. Check the drainage review/evaluation that
is required for the project.
R E S I D E N T I A L D R A I N A G E A P P L I C A T I O N (CO N T ’D )
Page 3 of 8 | Published: 2/1/2018
Submittal Requirements
Basic Drainage Evaluation
Road/Storm Improvement Determination Request and Results
Residential Drainage Application ONLY (i.e. without intake checklist items)
Simplified Drainage Review
Road/Storm Improvement Determination Request and Results
Residential Drainage Application including Simplified Drainage Review Intake Checklist items
Targeted Drainage Review
All items associated with Simplified Drainage Review
Additional submittal requirements identified by RSWDM Appendix C Section 1.2 based on the identified site
characteristic.
Directed Drainage Review
Road/Storm Improvement Determination Request and Results
Residential Drainage Application including Directed Drainage Review Intake Checklist items
Applicant Certification
This application does not constitute a permit to work. Work shall not commence until a permit is issued .
I certify that the information on this application is accurate to the best of my knowledge.
Print Name Signature Date
RESIDENTIAL DRAINAGE APPLICATION (CONT ’D )
Page 4 of 8 | Published: 2/1/2018
Simplified Drainage Review - Intake Checklist
Use the following checklist as a guide to prepare the permit submittal package as well as the submittal checklist provided
as part of the Residential Roadway/Drainage Improvement Determination. Marking an item as “Not Applicable” or “N/A”,
without acceptable justification, may result in the submittal being rejected at Intake. See Example Simplified Drainage
Review.
Site Plan per Appendix C, Section C.4 of the 2017 (RSWDM). Must be plotted to scale, with all significant dimensions
given. Site plans, should be drawn on 8½" x 11", with 1” clear border, minimum 9 pt font, and no hatching.
Included N/A All Checklists/Studies/Reports Required Unless Waived by City Staff
Identification
_____Name, address, and phone number of Applicant
_____ Parcel number
_____Dimension of all property lines, easements, and building setback lines
_____Street names and existing or proposed property address
_____Section, township and range of proposal
_____North arrow
_____Legend if needed
_____Scale—use a scale that clearly
Building and Site Development Features
_____Footprint of all structures (existing and proposed)
_____Parking, roads, and driveways (existing and proposed)
_____Sport courts and any other paved or impervious surfaces (existing and proposed)
_____Pervious surfaces land cover (existing and proposed)
_____Location of any retaining walls and rockeries (existing and proposed)
_____Existing or proposed septic system, including all system components and both primary
and reserve drainfields.
_____Utility structures (poles, fire hydrants, etc.)
_____Existing wells or wells to be abandoned
Topography
_____Corner elevations of the site/lot
_____Benchmark (a permanent mark indicating elevation and serving as a reference in the
topographic survey)
_____Datum [assumed datum is acceptable in many cases (i.e., fire hydrant base = 100’);
datum for projects in or near FEMA floodplain should be per the relevant Flood
Insurance rate Mat (FIRM) (typically NGVD 1929, or NAVD 1988 on many recent updated
maps; datum for project in or near unmapped floodplain shall use NAVD 1988)
_____Show 5-foot contours for all slopes steeper than 15% and delineate the top and bottom
of these slopes
_____For sites/lots that are 22,000 square feet and larger, show 2-foot or 5-foot contours as
needed to design and demonstrate compliance with the minimum design requirements
and specifications for proposed on-site BMPS and ESC and SWPPS measures
Drainage Features and Critical Areas For a map detailing the critical areas on your site, visit the Self Help Area in City’s
Permit Center or the City’s GIS Mapping System. Developments within 200 feet of a critical area may require an engineered
drainage plan.
_____Location of all existing and proposed ditches, swales, pipes, etc.
_____Delineation of all streams, wetlands, lakes, closed depressions, or other water features
(including any required buffer widths)
_____Delineation of all flood hazard areas, erosion hazard areas, landslide hazard areas, and
their buffers and building setback lines.
_____Delineation of all drainage easements, tracts and right-of-way
_____Delineation of all critical areas as shown on any recorded critical areas notice on title
RESIDENTIAL DRAINAGE APPLICATION (CONT ’D )
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Site Plan (Cont’d)
Included N/A All Items Required Unless Waived by City Staff
Information Specific to On-Site BMPs (Section C.4.2.2 of the RSWDM)
_____ Location and dimensions of On-Site BMP devices such as dispersion trenches, infiltration
trenches, drywells, ground surface depressions, bioretention, permeable pavements,
rain water storage tanks, and perforated pipe connections for managing stormwater
from all impervious surfaces.
_____ Delineation and dimensions of target impervious surface and new pervious surface
_____Delineation and dimensions of vegetated flowpath segments if applicable.
_____Delineation of native vegetated surface to be created and preserved
BMP Design and Maintenance Details per Section C.4.3 of the 2017 RSWDM.
Included N/A All Items Required Unless Waived by City Staff
_____ Provide diagrams/figures (should be displayed on 8½" x 11" format with 1 -inch margins
so they can be directly recorded as attachments to the required declaration of covenant
and grant of easement), design specifications, and maintenance instructions for each
On-Site BMP proposed.
_____ Provide maintenance instructions explaining for future property owners the purpose of
each On-Site BMP and how it must be maintained and operated.
Small Site or Construction Stormwater Pollution Prevention (CSWPP) Plan [formally Erosion and
Sediment Control (ESC) Plan] per Section C.4.2.2 of the 2017 RSWDM. Erosion and sediment control is required for
all projects resulting in land disturbing activity.
Included N/A All Items Required Unless Waived by City Staff
_____ Delineation of proposed clearing limits (i.e., area to be disturbed)
_____ Type and location of ESC and SWPPS measures such as: construction entrance, mulching,
nets and blankets plastic covering, clearing Limits/Minimize Clearing, silt fence,
vegetated strip, triangular silt dike, storm drain inlet protection.
_____Notes indicating the location of any significant offsite drainage features within 200 feet
of the discharge point(s) for the site/lot, including streams, lakes, roadside ditches, etc.
Written Drainage Assessment per Section C.4.4 of the 2017 RSWDM.
Included N/A All Items Required Unless Waived by City Staff
_____ A narrative description of proposed project
_____ Any proposed changes to the project after preliminary approval
_____A description of proposed on-site BMPs shown on the site plan and how they were
selected
_____Supporting documentation (e.g., soil tests, infiltration rates, geotechnical
recommendations, etc.) where BMPs were not selected based upon determination of
infeasibility.
_____A description of proposed ESC and SWPPS Measures shown or noted on the plans and
how they were selected.
_____A description of any necessary special studies or soils reports
_____A description of any other information required by CED
RESIDENTIAL DRAINAGE APPLICATION (CONT ’D )
Page 6 of 8 | Published: 2/1/2018
Soils Report per Section C.1.3 of the 2017 RSWDM (additional requirements noted in RSWDM)
Included N/A All Items Required Unless Waived by City Staff
_____ Prepared by or under the direction of a licensed onsite sewage system design or
geotechnical professional (e.g., licensed engineer with geotechnical and/or
hydrogeologic experience, licensed geologist, hydrogeologist, or engineering geologist.
_____ Must include at least one soils log for each proposed infiltration location
_____Must demonstrate the feasibility of full infiltration, limited infiltration, permeable
pavement, and bioretention BMPs where treating pollution generating surfaces. Not
required if treating non-pollution generating surfaces only.
_____Infiltration testing required to demonstrate the feasibility of bioretention and
permeable pavement BMPs for the site/lot (see additional requirements for infiltration
testing in Section C.1.3 of the 2017 RSWDM)
Declaration of Covenant per Section C.5.2 of the 2017 RSWDM. Declaration of Covenant is for Maintenance and
Inspection of On-Site BMPs. See Example Declaration of Covenant.
Included N/A All Items Required Unless Waived by City Staff
_____ Fill out Declaration of Covenant Form.
_____ Attach the Simplified Drainage Site Plan as Exhibit A. Site plans, must be drawn on 8½"
x 11", with 1” clear border, minimum 9 pt font, and no hatching.
_____Attach Maintenance Instructions for On-Site BMP(s). See City of Renton Surface Water
Design Manual Reference 8-M for On-Site BMP Covenant and Maintenance Instructions
in recordable format with 1” clear border, and minimum 9 pt font.
RESIDENTIAL DRAINAGE APPLICATION (CONT ’D )
Page 7 of 8 | Published: 2/1/2018
Directed Drainage Review - Intake Checklist
Use the following checklist as a guide to prepare the permit submittal package as well as the submittal checklist provided
as part of the Residential Roadway/Drainage Improvement Determination. Marking an item as “Not Applicable” or “N/A”,
without acceptable justification, may result in the submittal being rejected at Intake.
Civil Construction Plans per Section 2.3.1.2 of the 2017 RSWDM
Organize the plans such that they are separated into type of improvement and drawing order. Each improvement type
should include all plans, profiles, notes, sections, details, schedules, diagrams, etc. for that facility. All plans shall be
designed in accordance with the City of Renton “Construction Plan Drafting Standards” as required per RMC 4-8-120. The
required order of drawings is as follows:
Included N/A All Plans Required Unless Waived by City Staff
_____ Cover Sheet
_____ Existing Conditions/Topography Plan
_____ Site Plan
_____ Temporary Erosion and Sediment Control Plan
_____ Grading Plan (may be combined with Temporary Erosion and Sediment Control Plan or
Storm Drainage Plan)
_____ Conceptual Structural/Retaining Wall and/or Detention Vault Plans Associated with Civil
Improvements
_____ Road/Paving/Storm Drainage Plan and Profiles (Large Projects May Require Separate
Street Improvement and Storm Drainage Plans)
_____ Wastewater and Water Utility Plan and Profiles (Large Projects May Require Separate
Wastewater and Water Plans)
_____ City Standard Details (Organized by Private vs. Public)
_____ Landscaping Plan and Details
_____ Tree Retention/Land Clearing (Tree Inventory) Plan
_____ Wetland or Stream Mitigation Plan
_____ Miscellaneous Plans (Structural, Architectural, etc.)
Declaration of Covenant per Section C.5.2 of the 2017 RSWDM. Declaration of Covenant is for Maintenance and
Inspection of On-Site BMPs. See Example Declaration of Covenant.
Included N/A All Items Required Unless Waived by City Staff
_____ Fill out Declaration of Covenant Form.
_____ Attach a Site Plan as Exhibit A. Site plans, must be drawn on 8½" x 11", with 1” clear
border, minimum 9 pt font, and no hatching.
_____Attach Maintenance Instructions for On-Site BMP(s). See City of Renton Surface Water
Design Manual Reference 8-M for On-Site BMP Covenant and Maintenance Instructions
in recordable format with 1” clear border, and minimum 9 pt font.
RESIDENTIAL DRAINAGE APPLICATION (CONT ’D )
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Technical Information Report per Section 2.3.1.1 of the 2017 RSWDM
The Technical Information Report (TIR) shall be a complete report in accordance with the 2017 Renton Surface Water
Design Manual. Each section of the report shall be clearly identified and all supporting documents clearly indexed within
the report.
Included TIR shall Include the Following Items as detailed in the Surface Water Design Manual
Section 1: Project Overview
Figure 1 – TIR Worksheet
Figure 2 – Site Location
Figure 3 – Drainage Basins, Sub-basins and Site Characteristics
o Show acreage and boundaries of sub-basins
o Identify all site characteristics
o Show existing discharge points to and from the site
o Show routes of existing, construction, and future flows at all discharge points and
downstream hydraulic structures
o Topographic map as a base for the figure comparable to USGS or better. Show (and cite)
the length of travel from the farthest upstream end of the proposed storm sys tem in the
development to any proposed flow control facility.
Figure 4 – Soils (Show the soils within the following areas):
o The project site
o The area draining to the site
o The drainage system downstream of the site for the distance of the downstream analysis
Section 2: Conditions and Requirements Summary
Section 3: Off-Site Analysis
Task 1: Study Area Definition and Maps
Task 2: Resource Review
Task 3: Field Inspection
Task 4: Drainage System Description and Problem Descriptions
Task 5: Mitigation of Existing or Potential Problems
Section 4: Flow Control, Low Impact Development (LID), and Water Quality Facility Analysis and Design
Existing Site Hydrology (Part A) – Topographical map with listed site information
Developed Site Hydrology (Part B) – Data/narrative for developed site conditions
Performance Standards (Part C) – Summarize flow control and On-Site BMPs
Flow Control System (Part D) – Illustrative sketch and documentation
Water Quality System (Part E) – Illustrative sketch and documentation
Section 5: Conveyance System Analysis and Design
Section 6: Special Reports and Studies (Geotechnical Reports, Wetlands Reports, Floodplains Analysis, etc.)
Section 7: Other Permits (Special Use, WSDOT, DOE Permit with WAR #, etc.)
Section 8: CSWPPP Analysis and Design
ESC Plan Analysis and Design (Part A)
SWPPS Plan Design (Part B)
Section 9: Bond Quantities, Facility Summaries and Declaration of Covenant
City of Renton Bond Quantity Worksheet
Flow Control and Water Quality Facility Summary Sheet and Sketch
Declaration of Covenant for Privately Maintained Flow Control and Water Quality Facilities
Declaration of Covenant for Privately Maintained Flow Control BMPs
Section 10: Operations and Maintenance Manual