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Home My WebLink AboutRC 20170908000113 r h ` ` I i�l�l ilii�I�ili�Ilil��[►1i Ilill ili�!�IIIIII IIII III IIII Illlll1111�1��[I RECORDING REQUESTED BY AND 24� ��gp$Q0�113 WHEN RECORDED MAIL TO: �ovE�aANT Rec:3T8-UO g�8(2017 9:21 AM CITY CLERK'S OFFICE ��r��c�un��rv,wa CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 DECLARATION OF COVENANT FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS Grantor: Saundra M Thomas Grantee: City of Renton The South 80 feet in width of that portion of the East 135 feet of the West 495 feet of the Southwest quarter Legal Description: of Section 28,Township 23 North, Range 5 East,W.M.,in King County,Washington,lying Northerly of the of the North line of John Petrovitsky Road,also known as Southeast 176th Street,as established by deed recorded under King County Recording#2565920. Additional Legal(s) on: Assessor's Tax Parcel ID#: 2823059040 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 ❑ short subdivision permit for Application File No. LUA/SWP '��r0p0�3��' relating to the real property("Property")described above,the Grantor(s),the owner(s) in fee of that Property,hereby • � 1 IN W17'NESS WHEREOF,this Declaration of Covenant for the Maintenance and Inspection of Flow Control BMPs is executed this 2 2 day of �, 20�. GRANTOR,owner of the Property GRANTOR,owner of the Property ST�ATE OF WASHINGTON ) COLINTY OF KING )ss. On this day personally appeared before me: Sau tin�2A �i7T�t � �?+G/ri� ,to me known to be the individual(s)described in and who executed the within and foregoing instn�ment and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein st�ted. Given under my hand and official seal this �-2 day of /-}-v��v s T , 20��. ```��Hlq�� `� . .. ��-- .�� M�KOL '"<<,, � ��O r`�,�,a�w„��hq� �/�� 7 I'Yl I�GL-,`� (Z l r � , � 's�y�i �i Printed name _ � �,oL 4` � '��i,�, Notary Public in and for the State of Washington, � �� '•• y residing at 4 ��'��L�' S q sz,>� �i . O'.21 �? /o�� S' G�y �.� b n-� ,r-C (Zt"-��'R��w A y �t` '��N�� '� ��= y � ,,��t��M�Aa��,�•�� My appointment expires �— O�- a � 17488 117TH AVE SE SINGLE Fdh�Y HOME RENTON, liA 98058 DISPERSION TRENCH PARCEL: 2823059040 OCK EL=417.0 � � 135' � � .,._ 5D� _ . �,�-� ,,,�,� � "�`� �„,��N' „i.r� �r_�^�N,.�.i ss� -�-.,,� "�:�_ l.. -��.. � �.,..fr�� o � ^�:��!_ � �.v��~�\-, 2946 SQ FT ' � "'�� m ROOF DRAINS TO _'�f�� A 42' LONG PR STAIRS SPREADER WOOD ^"�l~ � TRENCH DECK :��=`;�� '� O � �� O ';J.�N.,��'�' U � � m� � � v O ' 0 � STORMORA/N Q PIPE SHOULD Q BE4" PVC � Q 1� SLOPE RIGHT OF WAY � � � 135' � Q � � 10' 0 10' Z , �. SCALE: 1"=20' E n� , � 17488 117Tg LVE SE aj REIVTON. 1►A 9B058 Your property contoins a stormwater manogement flow v PARCEL: 2823059040 control 8MP (best management practice) called � "ful! infiltration," which wos installed to mitigate the � stormwater quantity and quality impacts of some or all � ROOF DOWNSPOUT of the impervious surfoces on ynur property. Full infiltration � is a method of soaking runoff from impervious � '�—� area (such as paved oreas and roofs) into the ground. If � properly installed ond mointoined, full infiltrofion •� HOUSE CATCH BASIN can manage runoff so that o majority of precipitation � (YARD ORAIN) events are absorbed. In�ltrotion devices, such as o _� gravel �l/ed trenches, drywells, and ground surfoce o FLOW depressions, facilitate this process by putting runoff in � direct contact with the soil and holding the runoff long � ROOF enough to soak most of it into the ground. To be m DOWNSPOUT � successful, the soil condition around the infiltration device 9.6' DIAMETER HOtE must be reliab/y able to soak water into the FILLED Wf7N 1.5-3" ground for a reasonable number of years. Q WASHED ORAIN The infrltration devices used on your property include the L ROCK fo!lowing as indicated on fhe flow control BMP � site plan:drywells. 1he size, placement, and � DRY WELL PLAN VIEW composition of these devices as depicted by the flow Q contro! BMP site plan and design details must be � N.T.S. maintained and may not be changed without written 9.6' DfAMETER HOLE aPProval either from the King County Water and Land � FILLED NqTH 1.5-3" Resources Division or through a future development permit ms; from King County. � WASHED DRAIN ROCK Infiltration devices must be inspected annually and after � � ROOF DOWNSPOUT major storm events to identify and repair any 'o physical defects. Maintenance and operation of the system a W OVERFLOW MARK CENTER OF HOLE should focus on ensuring the system's viability Q � j TOPSOlL WITN 1" CAPPED PVC by p�eventing sediment—laden flows from entering the � p SPLASH BLOCK OR OTHER MEANS device. Excessive sedimentotion will result in a FLUSH IMTN SURFACE plugged or non—functioning facility. !f the infiltration device m has a catch basin, sediment accumulation must � —� be removed on o yearly basis or more frequently if '"� I --� ��y=Y necessor Prolon ed ondin around or ato a device o FLOW i'� Y 9 P 9 P � o o may indicate a plugged facility. If the device becomes coo m � N plugged, it must be �eploced. Keeping the areas aj 15.00 � thot drain fo in�lt�otion devices wel! swept and clean will � MIN. enhance the fon evit of these devices. For roofs, � CATCH BASIN �!N 1' A80VE SEASONAL 9 y � frequent cleoning of gutters will reduce sediment loads to a � (YARD DRAIN) HIGH GROUNDWATER TABLE these devices. � MIN. 4" DIA. SIDES OF HOLE Z � FINE MESH PVC PIPE LINED WITH �-. SCREEN FILTER FABRIC E ' N.T.S. � 17468 117TE AVE SE Q� RENTON, lIA 98058 Your property contoins a stormwoter management flow U control BMP (best monagement practice) caUed � PARCEL: 2823059040 "basic dispersion," which was installed to mitigate the � stormwater quantity and quality impacfs of some or � oll of the impe�vious surfaces or non—notive pervious � surfoces on y+our property. 8asic dispersion is a �''' strotegy for utilizing any availoble capocity of onsite � veqetated areas to retain, absorb, and filter the runoff .� � from developed surfaces. This flow control 8MP has two � primary componenis fhat must be maintained: (1) y? the devices thot disperse runoff from the developed � � � ^' a,� surfaces and (2) the vegetated orea over which runoff y, Q i is dispersed. � ,' 3 � � Dispersion Devices � ; ° 7he dispersion devices used on your property include the � � I� � ' followirtg os indicated on the flow control BMP � � °` � site plon:sheet flow. The size, plocement, O _______' ' composition, and downstream flowpaths of these devices os � ;Min.2% Driveway depicted by the flow control BMP site plan and � i Cross slope slope design defails must be maintoined and may not be O ` _ chonged without written approval either from the Kinq � County Water and Lond Resources Division or through a 10-footVegetated '; future development permit from King County. Flowpath Segment 25' ` Dispersion devices must be inspected onnually and after O J I # major storm events to identify and repair any m�+ physical defects. When notive soil is exposed or e�osion '-� � ; ; channels are present, the sources of the erosion � � ' or concentrated flow need to be identified ond mitigated. o P�N Concentrated flow con be mitigated by leveling a Sheet Flow Dispersion from a Driveway the edge of the pervious area and/or realigning or Q (� Flat to Moderetely Sloping Driveways replenishing the rocks in the dispersion device, such as � in rock pads and grave! �lled trenches. m Vegetated Flowpaths The vegetoted area over which runoff is dispersed must be � mointained in good condition free of bare spots ,..� � ond obstructions fhat would concentrote flows. o � co M� m �-V � i � u' � �1 2 �. . � a> a