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HomeMy WebLinkAboutRC 20150219000928V • III I 111 III III 111111 RECORDING REQUESTED BY AND 20150219000928 WHEN RECORDED MAIL TO: CITY OF RENTON COV 78.00 PAGE-001 OF 007 02/19/2015 14:03 KING COUNTY, WA 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: Vt.)bdg6 (1JOV1AWi U-Ci Grantee: City of Renton Legal Description: �(Jll r!' VV2-- "I' �jW` �4- tc� fr H II 1�� V DIS .;+ RA/JRA/JbE 5 Wsr� W•AI ta.1 1LIDU C4 Co wry( , ticlAQa14--1 Pet-MI I Additional Legal(s)on: Assessor's Tax Parcel ID#: ( c d S — 9021 IN CONSIDERATION of the approved City of Renton(check one of the following) ❑ residential building permit, ❑ commercial building permit, ❑ clearing and grading permit, ❑ subdivision permit,or hort subdivision permit for Application File No.LUA/SWP 0 $5 . relating to the real property("Property")described above,the Grantor(s),the owner(s)in fee of that Property,hereby GZvavE NJ`1- '/l or A • 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 ori 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 CDt \1.N#c JT P4662 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. CD veU mac' r#64e 72aF 7 • r IN WITNESS WHEREOF,this Declaration of Covenant for the Maintenance and Inspection of Flow Control BMPs is executed this 17 day of 'Pea:,{N( ih ,20 I . i / fir GRANTOR,owner ‘' a Pr..-rty f '�e�tbPY GRANTOR,owner of the Property STATE OF WASHINGTON ) COUNTY OF KING )ss. On this day personally appeared before me: �Cr�.-ems \-K)��U r 2, ,to me known to be the individual(s)described in and who executed the within and foregoing 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 9 day of �- ,201y . \‘rRrrr �11th rl `� "N""'",�j4 Printed name 0 oSARyA�'��'�, 'Notary Public in and for the State of Washington, „ .. z presiding at % 4 '°UBS'&` /+ \ '4q,"8`Z\`� = '/ TF OF W PS ��� My appointment expires g ' �� eat 8 CDP V 1 'QA6 or • CURB i 'I I -RIG FLOW BYPASS w/ j I b I I 1 R nl. I IE=388.82 BI-DIRECTIONAL VANED GRATE In-1 •I' I I (Alii - I 3'x5'xI'DEEP 10+31.36,C/L • • T •j I QUARRY ALL CB83,TYPE 1-L, RIM 388.8 IE(8"SD) 387.83, (SW) RIM=391.9 PO OLE'GAS - I 17LF-8"SD 10(8"DI)387.80, (NE) I 10-391.4 iI P OR TO • 711 ' NIGH FLOW OUT 1.135"ORIF.EL. 387.10 W/PLATE RIM•301.95 12+59,17, I 1 • C STR. a 1OLE-8"0I SEE DETAIL IE.391.45 END ACCESS (D i 1' HIGH FLOW OUT BELOW LEFT 1 I 15LF-TRENCH UNKNOWN)' r l EI�38B 455 11+09, 11.5'RT MAILBOX RIM•391.55 ROAD AT P/L DRAIN F-12"SD r ` - -- -- - COMBO 4-CPU UNIT IE.391.05 8'WIDExB"DEEP ( ` 2718 1116!1%.. 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CB,TWE 1 IE=390.97 Ij RIM=394.0 IE.390.52 RIM=394.010-39084 IE.39101 IE IE•390.8 CO1 ,TYPE 1 TO STA 11+' SIDE SLOPES3:1 x391.03 I ////. 4 I %/.:%///�// ISN GARDEN 1 � 5' -' •;� ' IE380.98 : 4I BOT ELEV.387.8 • ,,1_. '`��+'�:�i ,f_, �L...1.11_51.1....;:....1 �asQaa1 __L - iiO.i:._IE•388.83 ��caa_-c.•..iii • -� s ' 1 • kr II ' , 4 ,d8 E•, IE•388.5 ` ` E.39J. I .. t 6-. .gam . ..4- ...�_...� y..�... ✓� NI • Tn In In RAIN GARDEN In RAIN GARDEN 0 i I ;,:. BOT ELEV.390.0 807 ELEV.389.8 1.5' TOP GRAVEL-3 8.0 in • gp�I IE=391.0 FROM BOT GRAVEL-388.0 I lv DEO,TYPE 1 2-8LE-12"SD: 3-54"INFIL MH'S TOP GRAVEL-389.9 TOP GRAVEL-389,6 PA 3-43LF TRENCHS IRT I ",� 3'x5'xt'DEEP� RIM•391.15 UPPER 12"SD LEVEL 0388.5 07FT DEEP OCT GRAVEL=387.9 801 GRAVEL•357.6 W/PERF.PIPE. RAIN GARDEN-+ QUARRY SPALLI IE=387.01 LOWER 12"SD LEVEL 0381.94 RIM 392.0 3-501F TRENCHS 3-50LF TRENCHES BOT ELEV 390.01 (2FT WIDE x 2FT DEEP) OUTFALL1OLF-12"50 00.70%(TW BETWEEN MH'S),NO OW IE(IN)=388.8 W/PERF PIPE w/PERF PIPE CONN TOGETHER BIOSWALE INTAKE ENCOUNTERED AT 10 FEET DEEP (OPEN 801., (2FT WIDE x 2FT DEEP CONN x 2FT DEEP) W/8'SD,OW DEPTH-8.5 FEET I' I IE=386.98 PER GEOTECH REPORT. GRASS TOP) CONN TOGETHER W/6 SD CONN TOGETHER W/8"SO FROM SURFACE I 1 s sa-Ewrr.'araF_fP - .�p aas '°'° 1"•20' '41"..'x'"' D CITY OF U`-' IFi 6 P'L IGIV'7 L:IRI:Vi Z LLC ' HIL CIVIL ENGINEERING•PROJECT MAT.ADV.NYONA000S a.w.JA DATUs REN TON 1 V 01 9887 DISTRICT UNE RD PH(380)801-9658 _ °1�' Planning/Bullding/Publk WGrW Dept 9URUNGTON.WA 98233r or ea wit NO. REVISION BY DATE APPR � d''.I� • it1 I I i)e A-1 VT A 2 LOT NUMBER BMP TYPE DRIVEWAY= RAINGARDEN + INFILTRATION 1 ROOFS= INFILTRATION TRENCHES (3780 SF BLDG, 874 SF DWY, 500 S/W) DRIVEWAY= RAINGARDEN + INFILTRATION 2 ROOFS= INFILTRATION TRENCHES (3180 SF BLDG, 780 SF DWY, 500 S/W) DRIVEWAY= RAINGARDEN + INFILTRATION 3 ROOFS= INFILTRATION TRENCHES (3180 SF BLDG, 777 SF DWY, 500 S/W) DRIVEWAY= RAINGARDEN + INFILTRATION 4 ROOFS= INFILTRATION MH'S (2580 SF BLDG, 772 SF DWY, 500 S/W) C IS-04.)x" VI)-6E (e o • EXHIBIT B MAINTENANCE INSTRUCTIONS FOR A RAIN GARDEN Your property contains a stormwater management flow control BMP(best management practice)called a 'rain garden,"which was installed to mitigate the stormwater quantity and quality impacts of some or all of the impervious or non-native pervious surfaces on your property. Rain gardens,also known as "bioretention,"are vegetated closed depressions or ponds that retain and filter stormwater from an area of impervious surface or non-native pervious surface. The soil in the rein garden has been enhanced to encourage and support vigorous plant growth that serves to filter the water and sustain infiltration capacity. Depending on soil conditions,rain gardens may have water in them throughout the wet season and may overflow during major storm events. The size,placement,and design of the rain garden 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. Plant materials may be changed to suit tastes,but chemical fertilizers and pesticides must not be used. Mulch may be added and additional compost should be worked into the soil over time. Rain gardens must be inspected annually for physical defects. After,major storm events,the system should be checked to see that the overflow system is working properly. If erosion channels or bare spots are evident;they should be stabilized with soil,plant material,mulch,or landscape rock. A supplemental watering program may be needed the first year to ensure the long-term survival of the rain garden's vegetation. Vegetation should be maintained as follows:1)replace all dead vegetation as soon as ' possible;2)remove fallen leaves and debris as needed;3)remove all noxious vegetation when discovered;4)manually weed without herbicides or pesticides;5)during drought conditions,use mulch to prevent excess solar damage and water loss. MAA NTENANCE INSTRUCTIONS FOR FULL INFILTRATION 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:2 gravel filled trenches,0 drywalls,sB 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 faclity. If the device becomes plugged,it must be replaced. Keeping the areas that drain to infiltration devices well swept and dean will enhance the longevity of these devices. For roofs, frequent deaning of gutters will reduce sediment loads to these devices. CA