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HomeMy WebLinkAboutRC 20120924000891 111010111111101111111111110 20120924000891 RENTON CITY CL COV 78.00 PAGE-001 OF 007 09/24/2012 11:28 KING COUNTY, WA RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: CITY CLERK'S OFFICE CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 DECLARATION OF COVENANT FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS Grantor: Endure .41 Yes/*enfs l i e Grantee: City of Renton 1 / / Legal Description: LOT '2 C� ��h17�?� 'hgr71 fl/z/ /0, L0-07_00-9/46% recorded coder r'ec6►d i 1 /io. .2°09ri 2q 90000, records VI Cour-/y i blast Additional Legal(s)on: �+ Assessor's Tax Parcel ID#: /Oa 30-C- T 4/77.c-03 IN CONSIDERATION of the approved City of Renton(check one of the following),residential building permit, ❑ commercial building permit, U clearing and grading permit, U subdivision permit,or ❑ short subdivision permit for Application File No.LUA/SWP Aft- 100 relating to the real property("Property")described above,the Grantor(s),the owner(s) in fee of that Property,hereby� � � 6061 covenants(covenant)with City or Renton,a political subdivision of the state of Washington,that he/she(they)will observe,consent to,and abide by the conditions and obligations set forth and described in Paragraphs 1 through 8 below with regard to the Property. Grantor(s)hereby grants(grant), covenants(covenant),and agrees(agree)as follows: 1. Grantor(s)or his/her(their)successors in interest and assigns("Owners")shall retain,uphold, and protect the stormwater management devices,features,pathways, limits,and restrictions,known as flow control best management practices("BMPs"), shown on the approved Flow Control BMP Site Plan for the Property attached hereto and incorporated herein as Exhibit A. 2. The Owners shall at their own cost,operate,maintain,and keep in good repair,the Property's BMPs as described in the approved Design and Maintenance Details for each BMP attached hereto and incorporated herein as Exhibit B. 3. City or Renton shall provide at least 30 days written notice to the Owners that entry on the Property is planned for the inspection of the BMPs. After the 30 days,the Owners shall allow the City of Renton to enter for the sole purpose of inspecting the BMPs. In lieu of inspection by the City,the Owners may elect to engage a licensed civil engineer registered in the state of Washington who has expertise in drainage to inspect the BMPs and provide a written report describing their condition. If the engineer option is chosen,the Owners shall provide written notice to the City of Renton within fifteen days of receiving the City's notice of inspection. Within 30 days of giving this notice,the Owners,or the engineer on behalf of the Owners,shall provide the engineer's report to the City of Renton. If the report is not provided in a timely manner as specified above,the City of Renton may inspect the BMPs without further notice. 4. If the City determines from its inspection, or from an engineer's report provided in accordance with Paragraph 3,that maintenance,repair, restoration,and/or mitigation work is required for the BMPs, The City shall notify the Owners of the specific maintenance,repair,restoration,and/or mitigation work (Work)required under RMC 4-6-030. The City shall also set a reasonable deadline for completing the Work or providing an engineer's report that verifies completion of the Work. After the deadline has passed,the Owners shall allow the City access to re-inspect the BMPs unless an engineer's report has been provided verifying completion of the Work. If the work is not completed properly within the time frame set by the City,the City may initiate an enforcement action. Failure to properly maintain the BMPs is a violation of RMC 4-6-030 and may subject the Owners to enforcement under the RMC 1-3, including fines and penalties. 5. Apart from performing routine landscape maintenance,the Owners are hereby required to obtain written approval from the City or Renton before performing any alterations or modifications to the BMPs. 6. Any notice or approval required to be given by one party to the other under the provisions of this Declaration of Covenant shall be effective upon personal delivery to the other party,or after three(3) days from the date that the notice or approval is mailed with delivery confirmation to the current address on record with each Party. The parties shall notify each other of any change to their addresses. 7. This Declaration of Covenant is intended to promote the efficient and effective management of surface water drainage on the Property,and it shall inure to the benefit of all the citizens of the City of Renton and its successors and assigns. This Declaration of Covenant shall run with the land and be binding upon Grantor(s),and Grantor's(s)successors in interest and assigns. 8. This Declaration of Covenant may be terminated by execution of a written agreement by the Owners and the City of Renton that is recorded by King County in its real property records. IN WITNESS WHEREOF,this Declaration of Covenant for the Maintenance and Inspection of Flow Control BMPs is executed this day of ja`�f ,20 /cg . 111 � /iz GTOR,owner a the Pr..erty GRANTOR, owner of the Property STATE OF WASHINGTON ) COUNTY OF KING )ss. On this day personally appeared before me: r Yl;C.hc e A LC `rbc (k'('. ,to me known to be the individual(s)described in and who executed the within and4oregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Given under my hand and official seal this day of 3U' . A ,20 . `Z` SSS►OH••'co" Printed name V • ***- Notary wNotary Public in and for the State of Washington, %OTARy ( (P: residing at PUBLIC c ▪ 9j�'/G�Y 19• 20\0..0• .� ��'' ��'WAS •„c, `` My appointment expires :S-l'�\L ,�\ L I J • t C.2.2 FULL INFILTRATION ::1 FIGURE C22.A TYPICAL TRENCH INFILTRATION SYSTEM . �i - roof r drain PLAN VIEW NTS 4"rigid or 6"flexible • perforated pipe I � 1 . infittratt'en trench sump w/solid lid PLAN VIEW _ roof drain 1 NTS overflow 4"rigid or 6"flexible splash block perforated pipe 6" - -\-"-Y -' ?‘c.< ''VW imilli _v 8" t4 ° ' . oa -; p washed rock 1'min 12" ;+Zl 02=-- 1 112"-3/4" Q; a° °&0 1'rr�in 5.0'min °ASZ.°.il °°. r 1 fine mesh "—CB sump w/solid lid cnroon varies A filter fabric .- a compacted backfill • O .. D� 4"rigid or 6"flexible O O D' i a perforated pipe o D 24" V o V c • 1 0p°moo 44D ° 1 , 9 washed rock 12" fCt VoD_ 0 oQQ D%D 1 112"-3J4" •• r!'_ d _fl2Q °_Cin n_ SECTION A 1. NTS • 2009 Surface Water Design Manual–Appendix C 1/9/2009 C-45 II BUILDER: • ' DONOGH HOMES 114 ., Ik' , DRAINAGE PLAN , SCOTT DONOGH (206)730-0114 A N I •A CONTOUR A A p LEGAL DESCRIPTION: I N LINE,TYP LOT 2 OF RENTON SP LUA- i r CP _ 07-100-SUPL REG wF54,14 20091124900002 SD SP'IQ _ --- -- �M1� X •�� ' ; DAF-W 1 12 FT OF E I/2 ; sm ber.A1 L OF S 10 AC5 OF NE 1/4 OF, NE 1/4 LESS 5 30 FT LESS j, st.kALL,) a �'�' I OUTLINE OF I POR BEG NW COR OF 5D II C �� ��1'•�®�7 �•',• • 'PROPOSED SUED TH E ALG N LINE 57 1 ,-,,,4-.---; IMPERVIOUS AREAI W(M tib ;;-, FT TO POB TH CONTG E ALG; Zi erAi,. .._ •r— J"` �.` • Q I A 5DISUBD TH 5 ALG SD ENE 55 FT TO E LINE OF =ter `� A I LINE 106 FT TH WLY 22 FT F� _,�'A!--- ,:4 , z '` "'i j I , Th N WLY 110 FT M/L TO ' F I. I POB--AKA LOT C OF KC 1 P N •; c0 1 LOT 2 I LOT LINE ADJ NO �! r PROPOSED I 590M0425 APPROVED N JANUARY 10, 1991 RESIDENCE ' SEWER/STORM ,•' :— = EASEMENT �- 1 •: -',=,,t'"t�T",�=,; ",Am; I 0 PROJECT ADDRESS: u",evc izo*hvptN- ., 'to'.`.'.^'^oi; 5436 NE 10TH ST i - `�`i ROOF LINE, TYP I RENTON, WA 98056 I j \,: '','-''-'..":*;‘:!•:4--,••� • ; ,`i 0 i f4 I i I PROPOSED ' �:' •'':..,- ID#: 102305-9475 •�ili"i:�•�'-�':'-'3 FOOTPRINT ZONE: R-4 \r . I g38 IMPERVIOUS COVERAGE: G; `+ LOT:8,000 SF f PROPERTY LINE E.=,..';'. ;:I i IMPERVIOUS: 2,865 5F (' I — — - ' — COVERAGE: 35.8% f" AALLOWED:55% • .. f .104/11/HBUILDING COVERAGE: 1,.,.,.. LOT:8,000 SF i . j.,,;';,. ; .., , FLOOR: 1,680 SF LD _ 1 N I 0 N d. 0 COVERAGE: 2 I% d-. •:,,. v co dam- r ALLOWED:35% N.E. I Oth ST I " ,. (Akti . \I .; s1 - Exhibit B Your property contains a stormwater management flow control BMP(best management practice)called "full infiltration,"which was installed to mitigate the stormwater quantity and quality impacts of some or all of the impervious surfaces on your property.Full infiltration is a method of soaking runoff from impervious area(such as paved areas and roofs)into the ground.If properly installed and maintained,full infiltration can manage runoff so that a majority of precipitation events are absorbed.Infiltration devices,such as gravel filled trenches,drywells,and ground surface depressions,facilitate this process by putting runoff in direct contact with the soil and holding the runoff long enough to soak most of it into the ground.To be successful,the soil condition around the infiltration device must be reliably able to soak water into the ground for a reasonable number of years. The infiltration devices used on your property include the following as indicated on the flow control BMP site plan:0 gravel filled trenches,0 drywells, 0 ground surface depressions.The size,placement,and composition of these devices as depicted by the flow control BMP site plan and design details must be maintained and may not be changed without written approval either from the King County Water and Land Resources Division or through a future development permit from King County. Infiltration devices must be inspected annually and after major storm events to identify and repair any physical defects.Maintenance and operation of the system should focus on ensuring the system's viability by preventing sediment-laden flows from entering the device.Excessive sedimentation will result in a plugged or non-functioning facility.If the infiltration device has a catch basin,sediment accumulation must be removed on a yearly basis or more frequently if necessary.Prolonged ponding around or atop a device may indicate a plugged facility.if the device becomes plugged,it must be replaced.Keeping the areas that drain to infiltration devices well swept and clean will enhance the longevity of these devices.For roofs, frequent cleaning of gutters will reduce sediment loads to these devices.