HomeMy WebLinkAboutORD 5645CITY OF RENTON, WASHINGTON
ORDINANCE NO. 5645
AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, AMENDING SECTION
4-6-030 OF CHAPTER 6, STREET AND UTILITY STANDARDS, OF TITLE IV
(DEVELOPMENT REGULATIONS) OF ORDINANCE NO. 4260 ENTITLED "CODE OF
GENERAL ORDINANCES OF THE CITY OF RENTON, WASHINGTON", CLARIFYING
THE REGULATIONS REGARDING MAINTENANCE OF DRAINAGE FACILITIES AND
THE IMPLEMENTATION OF FLOW CONTROL BMPs.
THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DOES ORDAIN AS
FOLLOWS:
SECTION I. Subsections 4-6-030E, Drainage Review, 4-6-030J, Bonds and Liability
Insurance Required, and 4-6-030K, City Assumption of Maintenance, of Chapter 6, Street and
Utility Standards, of Title IV (Development Regulations) of Ordinance No. 4260 entitled "Code
of General Ordinances of the City of Renton, Washington", are hereby amended as shown
below. Subsections 4-6-030E.3.g - h and 4-6-030E.4 shall remain as currently codified.
E. DRAINAGE REVIEW:
1. When Required: A drainage review is required when any proposed
project is subject to a City of Renton permit or approval as determined under
subsection D of this Section and:
a. Would result in two thousand (2,000) square feet or more of new
impervious surface, replaced impervious surface or new plus replaced
impervious surface; or
b. Would involve seven thousand (7,000) square feet of land
disturbing activity; or
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c. Would construct or modify a drainage pipe or ditch that is twelve
inches (12") or more in size or depth or receives surface or stormwater runoff
from a drainage pipe or ditch that is twelve inches (12") or more in size or depth;
or
d. Contains or is adjacent to a critical area designation, defined and
regulated in RMC 4-3-05GV; or
e. Is a single family residential development that would result in new
impervious surface, replaced impervious surface or new plus replaced
impervious surface.
2. Scope of Review: The drainage review for any proposed project shall
be scaled to the scope of the project's size, type of development and potential
for impacts to the regional surface water system to facilitate preparation and
review of project applications. If drainage review for a proposed project is
required under subsection El of this Section, the Renton Development Services
Division shall determine which of the following drainage reviews apply as
specified in the Surface Water Design Manual:
a. Small project drainage review (also known as residential building
permit drainage review):
b. Targeted drainage review;
c. Full drainage review;
d. Large project drainage review.
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3. Core Requirements: A proposed project required to have drainage
review by subsection El of this Section must meet each of the following core
requirements which are described in detail in the Surface Water Design Manual.
Projects subject only to small project drainage review (also known as residential
building permit drainage review) that meet the small project drainage
requirements specified in the Surface Water Design Manual, including flow
control best management practices, erosion and sediment control measures,
and drainage plan submittal requirements are deemed to comply with the
following core requirements:
a. Core Requirement 1 - Discharge at the Natural Location: All
surface and stormwater runoff from a project shall be discharged at the natural
location so as not to be diverted onto, or away from, downstream properties.
The manner in which runoff is discharged from the project site shall not create a
significant adverse impact to downhill properties or drainage systems as
specified in the discharge requirements of the Surface Water Design Manual.
b. Core Requirement 2 - Offsite Analysis: The initial application
submittal for proposed projects shall include an offsite analysis report that
assesses potential offsite drainage impacts associated with development of the
proposed site and proposes appropriate mitigations to those impacts. This initial
submittal shall include, at minimum, a Level One downstream analysis as
described in the Surface Water Design Manual. If impacts are identified, the
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proposed projects shall meet any applicable problem-specific requirements as
specified in the Surface Water Design Manual.
c. Core Requirement 3 - Flow Control:
L_Proposed projects including redevelopment projects that would
result in two thousand (2,000) square feet or more of new plus replaced
impervious surface or thirty five thousand (35,000) square feet or more of new
pervious surface, shall provide flow control facilities or flow control BMPs, or
both, to control surface and stormwater runoff generated by new impervious
surface, new pervious surface, and replaced impervious surface, as specified in
the Surface Water Design Manual. Flow control facilities shall meet the area-
specific flow control facility requirements and in accordance with the applicable
flow control facility implementation requirements as specified in the Surface
Water Design Manual.
ii. All projects shall implement flow control BMPs in conjunction
with, and in addition to, any flow control facilities that may be necessary. Flow
control BMPs shall atee be applied as specified in the Surface Water Design
Manual applicable to the proiect, and in accordance with Washington vesting
law. Projects subject to aroa-spocific flow control facility requirements as shown
in Roforonco 11 A of the Surface Wator Design Manual shall moot one of tho
following flow control facility performance criteria as diroctod in tho Surface
Wator Design Manual:
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(a) For subdivision projects approved after January 1, 2011,
implementation of flow control BMPs on individual lots of the subdivision is
required. The evaluation and selection of the flow control BMP shall be done at
the platting stage. The construction of the selected flow control BMPs on
individual lots within a subdivision may be deferred until a building permit is
obtained for construction on each lot.
(b) For lots within subdivisions approved prior to January 1,
2011, implementation of flow control BMPs on individual lots is required. The
evaluation, selection and construction of the selected flow control BMP on
individual lots within a subdivision will be addressed as part of single family
residential building permit drainage review at time of application for building
permit. Flow control BMPs shall be applied as specified in the Surface Water
Design Manual applicable to the proiect, and in accordance with Washington
vesting law.
(c) For projects within right-of-way, implementation of flow
control BMPs is optional. An adjustment request may be necessary.
(d) For commercial developments, industrial developments
and multifamily developments, or other projects not listed above,
implementation of flow control BMPs is required.
(e) City permit applications resulting in less than two thousand
(2,000) square feet of new plus replaced impervious surface where connection
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to the existing storm system is not available, or will cause flooding or erosion
problems, implementation of flow control BMPs is required.
iii. Projects subiect to area-specific flow control facility
requirements as shown in Reference 11-A of the Surface Water Design Manual
shall meet one (1) of the following flow control facility performance criteria as
directed in the Surface Water Design Manual:
Ma) Peak Rate Flow Control Standard: Shall match the
predeveloped site's peak discharge rates for the two (2) year, ten (10) year and
one hundred (100) year return periods assuming existing site conditions as the
predeveloped site condition;
tir(b) Flow Control Duration Standard (for Existing Site
Conditions): Shall match the predeveloped site's discharge duration for the
discharge rates between fifty percent (50%) of the two (2) year peak flow
through the fifty (50) year peak flow and the two (2) and ten (10) year peak
discharge assuming existing site conditions as the predeveloped site condition;
i+ir(cl Flow Control Duration Standard (for Forested Site
Conditions): Shall match the predeveloped site's discharge duration for the
discharge rates between fifty percent (50%) of the two (2) year peak flow
through the fifty (50) year peak flow and the two (2) and ten (10) year peak
discharge assuming forested site conditions as the predeveloped site condition.
ivr(d) Flood Problem Flow Control Standard: Shall meet the
flow control duration standard in subsection E3c(iii) of this Section and also
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match the predeveloped site's discharge rate for the one hundred (100) year
return period.
d. Core Requirement 4 - Conveyance System: All engineered
conveyance system elements for proposed projects shall be analyzed, designed
and constructed to provide the minimum level of protection against
overtopping, flooding, erosion and structural failure as specified by the
conveyance requirements for new and existing systems and conveyance
implementation requirements described in the Surface Water Design Manual.
e. Core Requirement 5 - Erosion and Sediment Control: All proposed
projects that will clear, grade or otherwise disturb the site shall provide erosion
and sediment control that prevents, to the maximum extent practicable, the
transport of sediment from the site to drainage facilities, water resources and
adjacent properties. Erosion and sediment controls shall be applied in
accordance with RMC 4-4-060 and RMC 4-4-130 as specified by the temporary
erosion and sediment control measures and performance criteria and
implementation requirements in the Surface Water Design Manual.
f. Core Requirement 6 - Maintenance and Operation: Maintenance
of all drainage facilities in compliance with City of Renton Maintenance
Standards is the responsibility of the applicant or property owner as described in
the Surface Water Design Manual except those facilities for which the City
assumes maintenance and operation as described in RMC 4-6-030K and the
Surface Water Design Manual.
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J. BONDS AND LIABILITY INSURANCE REQUIRED:
The Development Services Division shall require all persons constructing
drainage facilities pursuant to RMC 4-6-030, except downspout infiltration and
disporsion systems for single family residential lots to post with the City of
Renton a surety, cash bonds, assignment of funds or certified check in the
amount equal to the estimated cost of construction calculated using the Bond
Quantity Worksheet as described in the Surface Water Design Manual.
1. Construction Bond: Prior to commencing construction, the person
constructing the drainage facility shall post a construction bond in an amount
sufficient to cover the cost of conforming said construction with the approved
drainage plans. In lieu of a bond, the applicant may elect to establish a cash
escrow account with his bank in an amount deemed by the City of Renton to be
sufficient to reimburse the City if it should become necessary for the City to
enter the property for the purpose of correcting and/or eliminating hazardous
conditions relating to soil stability and/or erosion. The instructions to the
escrowee shall specifically provide that after prior written notice unto the owner
and his failure to correct and/or eliminate existing or potential hazardous
conditions and his failure to timely remedy same, the escrowee shall be
authorized without any further notice to the owner or his consent to disburse
the necessary funds to the City of Renton for the purpose of correcting and/or
eliminating such conditions complained of. After determination by the
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Department that all facilities are constructed in compliance with the approved
plans, the construction bond shall be released.
2. Maintenance Bond (required only for those facilities to be
maintained and operated by the City of Renton): After satisfactory completion
of the facilities and release of the construction bond by the City, the person
constructing the facility shall commence a two (2) year period of satisfactory
maintenance of the facility. A cash bond, surety bond or bona fide contract for
maintenance with a third party for the duration of this two (2) year period, to be
approved by the City of Renton and to be used at the discretion of the City of
Renton to correct deficiencies in said maintenance affecting public health, safety
and welfare, must be posted and maintained throughout the two (2) year
maintenance period. The amount of the cash bond or surety bond shall be in the
amount equal to twenty percent (20%) of the estimated cost of construction for
a two (2) year period calculated using the Bond Quantity worksheet as described
in the Surface Water Design Manual.
The owner of the property shall throughout the maintenance period
notify the City in writing if any defect or malfunction of the drainage system has
come to his or her notice. Failure to notify the City shall give the City cause to
reject assumption of the maintenance of the facility at the expiration of the two
(2)-year maintenance period, or within one (1) year of the discovery of the
defect or malfunction of the drainage system, whichever period is the latest in
time.
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3. Liability Policy: Before a permit shall be issued for any construction,
insurance will be required as follows:
a. The applicant shall secure and maintain in force throughout the
duration of the permit commercial general liability insurance written on an
occurrence basis with limits no less than one million dollars ($1,000,000.00) per
occurrence/two million dollars ($2,000,000.00) aggregate.
b. Copies of such insurance policy or policies shall be furnished unto
the City with a special endorsement in favor of the City with the City named as a
primary and noncontributory additional insured on the insurance policy and an
endorsement stating such shall be provided to the City.
c. The policy shall provide that it will not be canceled or reduced
without thirty (30) days advance written notice to the City.
d. Upon showing of a hardship and at the discretion of the
Administrator or designee, the insurance requirements may be reduced or
waived for single family or two-family residential applications.
K. CITY ASSUMPTION OF MAINTENANCE OF DRAINAGE FACILITIES:
1. Maintonanco of Drainage Facilities Accepted by the City Authorized
of Renton for Maintenance:
a. The City of Renton is authorized to assumo tho responsible for
maintenance, including performance and operation of flow control and wator
quality treatment drainage facilities that have formally been accepted by the
Administrator.
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p. The City of Renton may assume maintenance of privately
maintained drainage facilities after the expiration of the two (2) year
maintenance period in connection with the subdivision of land if the following
conditions have been met:
ar L_AII of the requirements of subsection E of this Section have been
fully complied with;
br M.The facilities have been inspected and any defects or repairs
have been corrected and approved by the Department prior to the end of the
two (2) year maintenance period;
€r iii. All necessary easements entitling the City to properly maintain
the facility have been conveyed to the City; a+>d
iv. The facility is constructed on a plat with public streets and
located on tracts or easements dedicated to the City; and
4T \A_lt is recommended by the Administrator and concurred in by
the City Council that said assumption of maintenance would be in the best
interests of the City.
c. A drainage facility which does not meet the criteria of this
subsection shall remain the responsibility of the applicant required to construct
the facility and persons holding title to the property for which the facility was
required.
2. Notification of Dofoct Required: The ownor of said property shall
throughout tho maintenance period notify the City in writing if any dofoct or
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improper working of the drainage system has como to his or hor notico. Failure
to so notify tho City shall give tho City cause to reject assumption of the
maintenance of tho facility at tho expiration of tho two (2) year maintonanco
period, or within one year of tho discovery of tho defect or improper working of
tho drainage system, whichever period is tho latest in time. Drainage facilities
not accepted by the City for maintenance:
a. The person or persons holding title to the property and the
applicant required to construct a drainage facility shall remain responsible for
the facility's continual performance, operation and maintenance in accordance
with the standards and requirements per section RMC 4-6-030C and remain
responsible for any liability as a result of these duties. This responsibility includes
maintenance of a drainage facility which is:
L Under a two (2)-year maintenance bond period;
IL Serving a private road:
iii. Located within and serving only one (1) single family
residential lot;
iv. Located within and serving a multi-family, commercial site,
industrial or mixed use property site;
y. Not otherwise accepted by the City for maintenance-
fa. A declaration of covenant as specified in the Surface Water Design
Manual shall be recorded. The restrictions set forth in such covenant shall
include, but not be limited to, provisions for notice to the persons holding title to
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the property of a City determination that maintenance and/or repairs are
necessary to the facility and a reasonable time limit in which such work is to be
completed.
i. In the event that the titleholders do not effect such
maintenance and/or repairs, the City may perform such work upon due notice.
The titleholders are required to reimburse the City for any such work. The
restrictions set forth in such covenant shall be included in any instrument of
conveyance of the subiect property and shall be recorded with the King County
Records Division.
ii. The City may enforce the restrictions set forth in the declaration of
covenant provided in the Surface Water Design Manual.
3. Conveyance systems to be maintained and operated by the City must
be located in a drainage easement, tract, or right-of-way granted to City. Offsite
areas that naturally drain onto the project site must be intercepted at the
natural drainage course within the project site and conveyed in a separate
conveyance system and must bypass onsite stormwater facilities. Separate
conveyance systems that intercept offsite runoff and are located on private
property must be located in a drainage easement that may be dedicated to the
City if the City deems it appropriate depending on the upstream tributary area.
4. Where not specifically defined in this subsection, the responsibility for
performance, operation and maintenance of drainage facilities and conveyance
systems shall be determined on a case by case basis.
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SECTION II. This ordinance shall be effective upon its passage, approval, and thirty
(30) days after publication.
PASSED BY THE CITY COUNCIL this 12th day of December 2011.
1
Bonnie I. Walton, City Clerk
APPROVED BY THE MAYOR this 12th day of December , 2011.
V
Denis Law, Mayor
Approved as to form:
Lawrence J. Warren, City Attorney
Date of Publication: 12/16/2011 (summary)
ORD:1739:ll/2/ll:scr
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