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HomeMy WebLinkAboutRC 20150331000771 • RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: CITY CLERK'S OFFICE 1111111111111111 CITY OF RENTON 20150331000771 1055 SOUTH GRADY WAY CITY OF RENTON COV 78.00 PAGE-001 OF 007 RENTON, WA 98057 • KINGICOUNTY11WA DECLARATION OF COVENANT FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS Grantor: Henley USA, LLC Grantee: City of Renton Legal Description: LOT 30 @ PLAT OF HONEY CREEK EAST Additional Legal(s) on: Assessor's Tax Parcel ID#: 344890-0300 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 relating to the real property("Property") described above, the Grantor(s),the owner(s) in fee of that Property,hereby .4 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 31st day of October ,2013 . (Oleg vj 'eay.s4 (,ew._ NTOR, owher of the Property o is GRANTOR, owner of the Property STATE OF WASHINGTON ) COUNTY OF KING )ss. On this day personally appeared before me: Lisa Cavell-General Manager,National Land Operations,Henley USA,LLC,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 31st d. i f October ,2013 • WAFA# 4,4 `\��`���tt'' Stephannie L. Karlsson i,�/� Printed name __+ •r• as�1�14 c- �i// Notary Public in and for the State of Washington, cote'*tent NF''�, �i residing at moi .o•'• a Renton, Washington ej TP.1 IS`SLAG / qt.. �as.15 ,orp My appointment expires 05-16-2015 NSH�G```�� • • LOT 30 6,160 5F EXHIBIT A PLAN 21-40.02 F2 R AREA SUMMARY BUILDING HEIGHT CALCULATIONS IIP 'Ml"RO0O 1G66 UPPER FLOOR 11111 PEAK = 412.0' TOTAL A ., 2779 MAIN FLOOR = 441.0' GAR SLAB AT DOORS= 4455' 6AR/GE 56 Fr. 40 PORCHCateRED 66 IMPERVIOUS CALCULATIONS CUIMORROOM 160 HOUSE(INCLUDING EAVES) = 2,514 5F WALE.DRIVE = 316 SF LOT 30: IMPERV.OVERAGE MITIGATED THROUGH INFILTRATION TRENCH = 200SF TOTAL IMPERV. = 3,200 5F (IICUIDES MAMMAL 2SJEF IMPERVIOUS AREA FOR FUME LEO TRENCH REQ. = 200/1P00 x 15LF = I5LF MAX IMPERV. = 3p00 5F ROOF DRAINS TO 15LF 200 5F IMPERVIOUS OVERAGE MITIGATED INFILTRATION TRENCH PER FIG.3.1.1 THROUGH BMP/INFILTRATION -15LF REG./1,0005F(LOAMY SAND) • LOT COVERAGE CALCULATIONS BUILDING(1=XGL1DE EAVES). 2,285 SF 0- X 4° 0m• ?`07// MAX.ALLOWED = 2500 SF i NOTES 44 / •....17....2.5, { -AREA OF OIOITURBANGE INCL DEEETY LINE SETBACK�ERODING EXCEPT /j�/ y -ALL DOVAKPOUTG TO n6RTLINE TO STORM DRAIN %� //' ,D,-, . 'g9 -ALL EXCAVATION TO BE FOR FaINDATION ONLY. II) i ,P SFT '5, N. .Z."43,..6 :If/ / 1 N6,6 / // 1 ���� i,,, 1/0 / 1 N 1T� I ) r 4' — 6. Q�/ / 1 pROrySEIp __1/ // . �/, ,o/ / SINGLE A ILY N / r�� �\\a'i hi //"'� �2E51D,NE — //ry NNN FIRE HYDRANT z* 1 \/�P °��` e OCATION ' :0 e� 1 1 / � I43'-b" . ` / N'4„,,,\ 1\ `® .•N . \ ✓ • 20'GARAGE L = 33.13' \/ DRtE AV SETBACK R = 330.00' .� N15'FRONT ��D = 05°45'05" `: SETBACK JV sr9. Ni 4. / �o�h o 5 BM Iv_ `I� 6 \� SEWER I STUB 10'UTILITY EASEMENT .P WATER *!fi METER 0 SO 60 S), I SCALE: I n=501-011 DRAINAGE PARCEL: 3448800300 DAT�SS�D: CONTRACTORS LICENSE#HENLEUL8g8DB HONEY CREEK EAST Henle No. DATE y 11100 Main Street,Sulte 100 LOT 30 Bellevue,MA,8005 ADDRESS: 3120 NE 24TH ST. ZANUSA LLC PFaxe(425)646-440242 AA 3 T 1 EXHIBIT B LIMITED INFILTRATION MAINTENANCE INSTRUCTIONS Your property contains a stormwater management flow control BMP (best management practice) called "limited infiltration," which was installed to mitigate the stormwater quantity and quality impacts of some or all of the impervious surfaces on your property. Limited infiltration is a method of soaking runoff from impervious area (such as paved areas and roofs) into the ground. 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 able to soak water into the ground for a reasonable number of years. Infiltration Devices The infiltration devices used on your property include the following as indicated on the flow control BMP site plan: X gravel filled trenches, ❑ drywells. 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 from the City of Renton. 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. RESTRICTIVE FOOTPRINT MAINTENANCE INSTRUCTIONS Your property contains a stormwater management flow control BMP (best management practice) known as "restricted footprint," the practice of restricting the amount of impervious surface that may be added to a property so as to minimize the stormwater runoff impacts caused by impervious surface. The total impervious surface on your property may not exceed 3,200 square feet without written approval from the City of Renton. PERFORATED PIPE CONNECTION MAINTENANCE INSTRUCTIONS This lot contains stormwater management flow control BMP (best management practice) called a "perforated pipe connection,"which was installed to reduce the stormwater runoff impacts of some or all of the impervious surface on your property. A perforated pipe connection is a length of drainage conveyance pipe with holes in the bottom, designed to "leak" runoff, conveyed by the pipe, into a gravel filled trench where it can be soaked into the surrounding soil. The connection is intended to provide opportunity for infiltration of any runoff that is being conveyed from an impervious surface (usually a roof) to a local drainage system such as a ditch or roadway pipe system. The size and composition of the perforated pipe connection as depicted by the flow control BMP site plan and design details must be maintained and may not be changed without written approval from the City of Renton. The soil overtop of the perforated portion of the system must not be compacted or covered with impervious materials. HONEY CREEK EAST LOT 30 Permit No. 3720 NE 24th St. PROJECT NARRATIVE This project is a new single family residence on a 6,160 sf. Lot. The area of disturbance shall be the entire lot. Excavation shall be for the foundation only. Total impervious are proposed is 3,200 sf. House, driveway and walkways will use 2,950 SF. The lots in Honey Creek East are restricted to a maximum of 3,000 square feet of impervious surface per drainage calculations. The approximate overage of 200 SF of impervious surfaces will be mitigated through the following methods: • Restrictive Footprint Covenant recorded declaring 3,200 SF maximum impervious surface allowance • 200 SF mitigated through a 15 LF infiltration trench per Figure C.2.2.A 2009 KCSWM manual. • 250 SF of allowable impervious surface leftover for use by future homeowner DRAINAGE CONTROL Restrictive Footprint Covenant & Installing Infiltration Trench per Figure C.2.2.A 2009 KCSWM manual -See attached EROSION CONTROL In order to prevent erosion and trap sediments within the project site,the following BMP's will be used approximately as shown on the ESC plan; • The clearing limits will be the entire area of the lot and silt fencing shall place along the entire perimeter to prevent sediments from leaving the site. • A 10'x20' construction entrance shall be installed at the front of the lot and composed of 4"-6" quarry spalls, 12" deep • Mulch will be spread over all cleared areas of the site when they are not being worked. Mulch will consist of air-dried straw and chipped site vegetation.