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HomeMy WebLinkAboutRC 20231122000209 Instrument Number: 20231122000209 Document:COV Rec: $217.50 Page-1 of 15 Record Date:ll/22/2023 10:54 AM Electronically Recorded King County,WA Return Address: City Clerk's Office City of Renton 1055 S Grady Way Renton,WA 98057 DECL�4RA�1'I O� COVEfVi4NT FOR INSPE�T'IOIV AND MAINT�(11�NCE OF DR�IIVAGE F�4CILlTIES AfVD �IV-SITE BIVIPS Grantor: First Ukrainian Pentecostal Church Grantee: CitV of Renton, a Washin�ton municiqa) Corporation Legal Description: Abbr. Legal Descriptions, Lot 1: The east half of the east half ottne northwest quarter of the northeast quarter of the southeast quarter S4, T23N, R5E (See Exh "C" Legal Descriptions) Assessor's Tax Parcel ID#: 0423059237 IN CONSIDERATION of the approved City of Renton (check one of the following) ❑ Residential Building Permit �Commercial �uilding Permit ❑Clearing and Grading Permit �Civil Construction or Utility Permit for Permit(s)C19004330 (Constructian/euilding/UtilityPermlt#)Pelating to the t'eal propet'ty ("Property") described above, the Grantor(s), the owner(s) in fee of that Property, hereby covenants (covenant) with the City of Renton ("City of Renton" or"City"), a municipal corporation ofthe 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 9 below with regard to the ProperCy, and hereby grants (grant) an easement as described in Paragraphs 2 and 3. Grantor(s) hereby grants{grant), covenants (covenant), and agrees (agree) as follows: 1. The Grantor(s)or his/her(their)successors in interest and assigns("Owners")shall at their own cost, operate, maintain, and keep in good repair,the Property's drainage facilities constructed as required in the approved construction plans and specifications N/A (Pro�ect Plan�t) on file with the City of Rentan and submitted to the City of Renton for the review and approval of permit(s) C19004330 (Construction/euilding/UtilityPermit#).The Property's drainage facilities are shown and/or listed on Exhibit A—Site Plan. The Property's drainage facilities shall be maintained in compliance with the operation and maintenance schedule included and attached herein as Exhibit B—Operations and Maint�nance. Drainage facilities include pipes, channels, flow control facilities, water quality facilities, on-site best management practices (BMPs) and other engineered structures designed tc� manage and/or Page 1 of 15 Instrument Number: 20231122000209 Document:COV Rec: $217.50 Page-2 of 15 Record Date:ll/22/2023 10:54 AM King County,WA treat stormwater on the Property. On-site BMPs include dispersion and infiltration devices, bioretention, permeable pavements, rainwater harvesting systems, tree ¢�etention credit, reduced impervious surface footprint, vegetated roofs and other measures designed to mimic pre-developed hydrology and minimize stormwater runoff on the Property. 2. City of Renton shall have the right to ingress and egress over those portions of the Property necessary to perform inspections of the stormwater facilities and BM�s and conduct maintenance activities specified in this Declaration of Covenant and in accordance with the Renton Municipal Code. City of Renton shall provide at least thirty(30) days' rniritten notice to the Owners that entry on the Property is planned for the inspection of drainage facilities.After the thirty(30) days,the Owners shall allow the City of Renton to enter for the sole purpose of inspecting drainage facilities. 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 drainage facilities 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 (15)days of receiving the City's notice of inspection.Within thirty(30)clays of giving this notice,the Owners,or engineer on behalf of the Owners,shall provide the en�ineer'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 drainage facilities withaut further notice. 3. If City of Renton determines from its inspection, or from an engineer's report provided in accordance with Paragraph 2,that maintenance, repair, restoration, and/or mitigation work is required to be done to any of the drainage facilities, City of Renton shall notiFy the Owners of the specific maintenance, repair, restoration, and/or mitigatian work ("Work") required pursuant to the Renton Municipal Code. l�he City shall also set a reasonable deadline for the Owners to complete the Work, or to provide 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 drainage facilities unless an engineer's report has been provided verifying completion of the Work. If the Work is not cornpleted witl�in the time frame set by the City, the City may initiate an enforcement action and/or perform the Work and hereby is given access to the Property for such purposes. Written notice will be sent to the Owners stating the City's intention to perform such Wark.This Work will not commence until at least seven(7)days after such notice is mailed. If, within the sole discretion of the City, there exists an imminent or present danger, the seven (7) day notice period wilf be waived and Work will begin immediately. 4. The Owners shall assume all responsibility for the cost af any Work,or any measures taken by the City to address conditions as described in Paragraph 3. 5uch responsibility shall include reimbursement to the City within thirty(30j days of the receipt of the invoice for any such Work performed. Overdue payments will require payment of interest at the maximum legal rate allowed by RCW 19.52.020(currently twelve percent (12%)). If the City initiates fegal action to enforce fihis agreement, the prevailing party in such action is entitled ta recover reasonable litigation costs and attorney's fees. 5. The Owners are required to obtain written approval from City of Renton prior to filling, piping, cutting, or removing vegetation (except in routine landscape maintenance) in open vegetated stormwater facilities (such as swales, channels, ditches, ponds, etc.}, or performing any alterations or modifications to the drainage facilities referenced in this Declaration of Covenant. Page 2 of 15 Instrument Number: 20231122000209 Document:COV Rec: $217.50 Page-3 of 15 Record Date:ll/22/2023 10:54 AM King County,WA 6. Any notice or consent required to be given or otherwise provided for by the provisions of this Agreement shall be effective upon personal delivery,or three(3)days after mailing by Certified Mail, return receipt requested. 7. With regard to the matters addressed herein,this agreement constitutes the entire agreement between the parties, and supersedes all prior discussions, negotiations, and all agreements whatsoever whether oral or written. 8. This Declaration of Covenant is intended to protect the value and desirability and promote efficient and effective management of surface water drainage of the real property described above, and 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 b�e binding upon Grantor(s), and Grantor's(s')successors in interest,and assigns. 9. This Declaration of Covenant may be terminated by execution af a written agreement by the Owners and the City that is recorded by King County in its real property records. IN WITNESS WHEREOF, this Declaration of Covenant for the Inspection and Maintenance of Drainage Facilities is executed this �� day of �. ��,� , 20_ �...� . GRANl'OR,owner of the Property GRANTOR,owner of the Property Ivan Feltsan Treasurer of First Ukrainian Pantecostal Church STATE OF WASHINCTON ) COUNTY OF KING )ss. On this day personally appeared before me: Ivan Feltsan 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 �� day of � , 20 �. ,`a�o��r�v a n�n pB��R� •``��,e��t,EXP,U�`�,,����°a , � Y o,• ,��. r,y•a �,o q ;'o�' �'--a, = Printed name r �� �D�A�� �,`; = 5 Notary Public in and for the 5tate of � _ ;� ����� r � Washington, residing at . o =�'?": � � � � �� :cP , C yw, O,�'F :,�•�,9• ��M.#'l��°;•`C�2�`.` ' ..,�?`,�Om___,,,�`�,���. ' p� r��ae�o���lll��e��►�`� ....._...:......,.,,.A.. M�/2p�Oltltt7lellt 2Xp1r25 � f�? Page 3 of 15 Instrument Number: 20231122000209 Document:COV Rec: $217.50 Page-4 of 15 Record Date:ll/22/2023 10:54 AM King County,WA TOTAL LOT/SITE AREA: 134,3�5 SF/3.08 AC �� � �o P RC ' : 0423059237 AD�BE�.:. 3811 NE 21 ST S7. RENTON, WA 98056 R C . : 51,393 SF ��A�� �� FE�� � 68,619 SF APPLICAN7: FlRST UKRAINIAN PENTECOSTAL CHURCH ANDREY KOVAK 3811 NE 21ST ST, RENTON, WA 98056 SECTIOt� NSHP RANGE: POR OF NE � OF SE � , S 4, T 23 N, R 5 E, W.M. TOTAL SITE ACREAGE: 3.08 AC 70TAL IMPERVIOUS AREA: 1.67 AC N E 21 ST ST ��� 9 9' 30002"� 163.26' . . — . 433.14 432.92 i - � — IMITS OF � POROUS CONC BMP I W/6" P VC UNDERDRAItV � - 1' 03' 15.65"E 861 LF.��7 RO � --- 107.01' W OF 35 x24 CS � z ARCFI PIPE 2��"x�" _.__ � ` Y Q � _B INL TY o - 433. m 1 B ' - ALL LANDSCAPE e � ISLAND ARE - COMPOST -= AMENDED � �IOFILTRATION � b SWALES �MP --" o ' I � � _ _-- $� o�{° 2'.'�� � - 3�3092' B -. o � I � DATU M � �- � 1 w,wes � BENCHMARK U� � i _ _ _ _ _— C.O.R. �ICHMARK No. RFNT1325 — 3� BRONZE DISK W/PUNCH IN I PROPERTY e 1 � - - - CONC. IN CASE AT X—ING �F SE =— __ �o4na sr�a �aa.�o AVE sE � 134245 SF �, :===�_-:-�—_ aEv=aaa.� I 3.0� ACRES — � _� . I - i EXHIBIT A-1 BREAKLINE 437.69 ON—SITE BMP PLAN � page 4 of 15 �-- Instrument Number: 20231122000209 Document:COV Rec: $217.50 Page-5 of 15 Record Date:ll/22/2023 10:54 AM King County,WA � 433.14 DATU MI �� o�ous coNc eMP �� � �� BENCNMARK W 6" PVC C.O.R. BENBHMARIC No. RENT1325 � 3" BRONZE DISK W/PUNCN IN UNDERDRAIN SCALE IIV FEET ,o�arH sr D 32NDIAVE�E� 1' 03' 15.65�E �,►m+�.�� 107.01� 1463 LF, � Rows Z oF 35�X2��� cs � aRCH PiPe z-��x#� 433.48 '� ��� 19' 30.00"W m 217.51 435.2fi � - d -- URB INLETS �°�����-� - N 1' 03' 15.65�E , s � 200.�2' OF 35yX`24�� CS _ ^ � �1R�:H P�P� 2— nX n �� o OMPO�T AMENDED �IOFILTF;ATIOPI u�' � �� SWALE �MP —ut3-e�— — NDERDRAIN F'IPE, TYP�� 1�I 0 6 LF 7 R S I I � 1 F 3 "x 4 C I I I H �� �� I I I 437.69 S��° 19' 1�.90�E �.34.31 217.51° TOTAL LOT,/SITE AREA: 134,3�5 SF/3.0� AC PARCEL �'S: 0423059237 0' DISPERSION ��. 3811 NE 21ST ST. RENTON, WA 98056 1RENCH BMP 1L/REPLACED IMPERV. AREA: 51,393 SF D(.�U�B�p AREA: 68,619 SF W/NOTCHED GRADE BOARD APPLICANT: FIRST UKRAINIAN PENTECOSTAL CHURCH ANDREY KOVAK ��° Q3° 15.s�j~E 3811 NE 21 ST ST, RENTON, WP, 98056 20��269 SECTION NSHP/RANGE: POR OF NE � OF SE � , S 4, T23N, R5E, W.M. EXHIBIT A-2 TOTAL SITE ACREAGE: 3.0€I AC TOTAL IMPERVIOUS AREA: 1.67 AC ON—SITE BMP PLAN Page 5 of 15 Instrument Number: 20231122000209 Document:COV Rec: $217.50 Page-6 of 15 Record Date:ll/22/2023 10:54 AM King County,WA I � � � BREAKLINE 437.69 � i SCALE IN FEET 0 � � � 0' DISPERSION � TRENCH BMP W/NOTCHED GRADE BOARD N�' 03' 15.65�E 2os.2s' 435 S 1' 04' 21.17�IN 221.79' 4�0 95.41' ' 9?' 13.7 "E � � . S8� 12° 01.�4�E � � �r�►p�r�y 2 72.00' � � �4rea � � 6. . � 425.7 425 � 431 e20 � ----------- ,, � � — � 1�.�7s ��m�� NE 19TH ST a� TOTAL LOTfSITE AREA: 134,385 SF/3.08 AC PARCEL�'Sa 0423059237 ADDRESS: 3811 NE 21ST ST. RENTON, WA 98056 NEW/REPLACED IMPERV. AREA: 51,393 SF DISTURBED AREA: 68,619 SF APPLICANT: FIRST UKRAINIAN PENTECOSTAL CHURCH ANDREY KOVAK 3811 NE 21ST ST, RENTON, WA 98056 DATU M SEC110N NSHP/RANGE: POR OF NE � OF SE � , S �w� 4, T23N, R5E, W.M. TOTAL SITE ACREAGE: 3.0� Ac BENCHMARK TOTA� IMPERVIOUS AREA: 1.67 AC C.o.R. BENCHMARK No. �IT1325 3' BftONZE DISK W/PUNCH IN CONC. IN CASE AT X—ING OF SE EXHIBIT A�3 �o4rn sr aro �a2No nv�sE ON—SITE BMP PLAN °���'�� Page 6 of 15 Instrument Number: 20231122000209 Document:COV Rec: $217.50 Page-7 of 15 Record Date:ll/22/2023 10:54 AM King County,WA EXHI�IT B ������'�����;:�� �����'������������ �������� ����������� �'���r�r������e°.c�r���ia���ar c��-sit����L=�I�����;t������za.���a��r�����a��i������.�1���`�r�r��=a��`r����r����;���a�i��� ����i�A���s�l��i�c�r����.�����t���;t:c��°����=�t�r�t�����i��<°�.ta�i����it�#ir����c�.����������:����i��`tl��ir�s��r����s �����'t��;�����°t��z��r��t���:����v�i���;;���e����.:��s����°�ca�°��a�����°, �3�i�;c�i����°si�t� i������<�����'��s.����i�������y�rf����bi��:����€�����`�r�si���f�_��;����:�������c�r�����r�, ���i��r�,�r�� �lt�r���as���z�f���°��������t�������r����5.`�`����a����it������t��t�;t��°��r�������r������c�c�����s ���€������t�����r���i����: �1,�'�`l�e������:�.�t:���c�i����:��r����"3��t��r��f�c�����;�c����3�t�€°t������c� ���`�'t������A�d�t�,c��r������r����=l�i�:�r�.�r���f i��i�����°���.�. �������i�� ����i�� `�:`����is��:��€�cz���xi���.�:��.�s�z���sa��r�Sz������:��a��]����:i.��������������i���i€������ci����t����i�r� �I��������;��'�"�-��;������?��"�°�3�`l������:���: ���Si��������;��$�zµ�s�����s� �;r�����!��li�i ta���a�f��������;�����ru. � ����"�h������ � ���'�t� ���� ��t��;;�:��,�I�������€����:�.a����c���t:ic�a��£������t��t�t��t�c:���i�"1c�a���������c��"tl����t��v����a.�c������i����y����il�. g����t����zd c��si��€��t������u�t���r�i��3�t�� ����t���}����i E°�:�:�������c���i.i:�tc��at��i���€���5��������t���a����. �."��t�c�����ts����������������i�t�������t��������ra���s�:���it�'���������t"��������r���r�, �������°°��������������� �� �'� � �� �I���.���� "C���:�i�ra ��t��������������°c����s��r��=R c:��€����c�r��r�t�;t���i r����t k������rz��i���:ci���������c����°�������c:C'�i����� ��r�ic�r�'���.������:��'���r�������a���r�c���. ���flt°����;�����������t��������r���c���'�r�,���t�a�������a���������������� (`�)"�'����t��;���������r�€��.������•e�.�������c°w����,��-��r�ca��'i����;����°����.. ��������x���€��'�������ar�� ������c�� � ��i��������c��;�i�;�r��r����i����t��i<�.c��c���t}��rzc�����-�rs��c�r��a�•r�°��v��t�i�zci��tify�a�c� �°���,€����'���°�i���c���"����. � �t��r����€��g��c�al i�������;����et°a��it�a�ci��r�s��t���r�������t,�I��������������i������i�rt c�� ��r�c�s�t�•�s��c��"��o��€���d€����i��a��i.fi�� ������iti��t��tr � �c����t�tr���cl�������rt��t��i€����i����Ic:�=���r�����e������°�������ri��r������tx����r r�t����i��� �s�°�°���l�t���t�ir��t:l���°��������i���i���a�i���������,�������i�r�� ��e������i�t���=�����I��i f€���:���. �F���������.���k��'��������� ���+��������� � '�"�������€�t����r�.������°�a������z°�.a��c:�#����.�;;���A�cl s���.��t�����i��t���������e���,���a��c�����������:. c�t'b�r��;�a�����s�����se�°���:�������t���:�a��al�����������r�����e����s, Page 7 of 15 Instrument Number: 20231122000209 Document:COV Rec: $217.50 Page-8 of 15 Record Date:ll/22/2023 10:54 AM King County,WA XHTBTT B ����;€�`�v���.��€�� ���"����:����:s����� ����� ����������� �������°����� ������������`�"��'����:� ���ar�arc>���.ri��t���a��i�a����c�r�m�����3�1�'�����r��r���������€����°�c:.ti����:�iil��`��_�����1'���r��>�r��rt��,,� ��t�i��� ��_�,�ir����ll��#����i����a������t�arc��.�3�t:�r��r.��z�i�t����������it�isr����.�����e�����:c��°�������}�� ��������rf�����.�����������rs�p�s ty. ������;:��1������f�����r��,�����€c�.11����:���.��tti���:�°�i����i(€����1�����t�t���t�.���i"���'���ca�i�x�;�w��s;r��s���s ���rc����������a��°�������t�€a�.9:r°��wt���i�ir��;�;�����! ������������i������it�����Sc��������<:€�e,�i��tc����� ���ta�r��i.`i"1����s��M��t�i���s3���� �c�a���€��t�i���d���t��'��S�S���a���.���'���C����c��'����xt�r�����,€°��.��� ��'���;a� I)��i������r��.t�l, ����t���������������� '�`��c�������s��a�"�a���t����������z���������c�r��a������<a�����°�����-t�.�'� £�'������3�����1`I'�-I�"�" t�F���'���'�, � �'c����.���c�r�c�c:�� ���c��������:�����.�€ � ���rrai���t�������� ���c�����1�����ric��a�.v�a���t�� �! ��.����I����'����'I �� '��€���re��c��v�r�� �5���e���t��;�������e��t€;�t��c���ic:,t���y�tts�����*��ar����ts����������������rrat��f�a� ����i��t������.�€����a�.xr��������at����§�z���t���z�cf r����ra����i�����r���c��i���r��t ��°�°��������������P�l������������.�i��f�a�� ��n�c�����������;����t���°�����ic�a�sr��c����������t��°�ar�� tt���ity csf'���*r���a�. � �����"����� ���������� �� ���"���������� �� ���� � ���a������� ��a�r����r��.��������A ir���a��€�r������°�r���s���jc��V��c��c����x��#��f���t:������I,��������i� ����°������c7�st�rty.���.-��°�;�r�a�������:i��������rt���e�c��t�tx��tt�i���. � T�rs�lc����,�°����a�������;�r�t��t��t°��������r€���t��c�p�a���:�r��:t�������ta�°�.���€�i�t�t���t�����v���:���i� c���"���ie���.r�c������n��d ic�����pt����t. ��"t�ai�c�c�,�.�a°s,�.ca�����t tt�������,�°z�����t.i���t��l��°��� �����:i�� �s��.�t�tc�s� ����R f�rtl���i���t�°�c;tica���. � � �}°��i��€����°rr��<��1���������;��t�����:�r�� ����� �i������:t����.y�f'����r��itn�t�:�i���5���:.�t°;�.'t'c��t��p �����c��hc: ��;���°ir.� li����'����.����C��,�����€at����c°���"�����;��r��a�������v�:rr��.����c�����e���� el��z������b��:���c��°r����`��:�����;�,����"��,����3:�����c������t��r�c����r�:���l�a����°��i����>�•���s:.����r� �e�e:�:Y�in�..t���r��a��.ti�i i���������t�r�,ra�������:r��€���t�����}f tt���€�€�����c�i���t°�����r������„�I�����:���. � °I"�i��°a����:�°������p�r�:�>b������t�t�t�������°���€��°taC����ic��°s���ati�a�,�:t��c��e;��°�������a��;���a���r��i�sa�° �<����t°�. � �������t�r�� ���°��������,.�rs���;r����������v��•��i����.i��&itt���������r��{iit����.��� ��fl���j����t� c°c���zt�����s b�r��il��t��Sc;kt��ca�ic:��t�=, Page 8 of 15 Instrument Number: 20231122000209 Document:COV Rec: $217.50 Page-9 of 15 Record Date:ll/22/2023 10:54 AM King County,WA EXHIB I1' � Contech Det�nfion Inspec�e�n �nd M�intenance Underground stormwater detention and infiltration systems must be inspected and rnaintained at regular intervals for purposes of performance and longevity. Inspection Inspection is the key to effective maintenance of CMP detention systems and is easily performed. Contech recommends ongoing, quarterly inspections.The rate at which the system collects pollutants will depend more on site specific activities rather than the size or configuration of the system. Inspecfions should be performed mare often in equipment washdown areas, in climates where sanding and/or salting operations take place,and in ather various instances in which one would expect higher accumulations of sediment or abrasive/corrosive condifions.A record of each inspection is to be maintained far the life of the system. Maintenance CMP detention systems should be cleaned when an inspection reveals accumulated s�diment or trash is clogging the discharge orifice. Accumulated sediment and trash can typically be evacuated through the manhole over the outlet orifice. If maintenance is not performed as recommended, sediment and trash may accumulate in front of the outlet orifice. Manhale covers should be securely seated following cleaning activifies. Contech suggests that all systems be designed with an access/inspection manhole situated at or near the inlet and the outlet orifice. Should it be necessary to get inside the system to perform maintenance activities,all appropriate precautions regarding confined space entry and OSHA regulations should be followed. Systems are to be rinsed, including above the spring line,annually soon after the spring thaw,and after any additional use of salting agents, as part of the maintenance program for all systems where salting a�ents may accumulate inside the pipe. Maintaining an underground detentian or infiltration system is easiest when there is no flow entering the system. For this reason, it is a good idea to schedule the cleanout during dry weather. The foregoing inspection and maintenance efforts help ensure underground pipe systems used for stormwater storage continue to functian as intended by identifying recommended regular inspection and maintenance practices. Inspection and maintenance related to the structural int�grity of the pipe or the soundness of pipe joint connections is beyond the scope of this guide. Contech� CMP Detenfion Inspection and Nlaintenance Guide CMP MAINTENANCE GUIDE 2/17 PDF O 2017 Contech Engineered Solutions LLC Page 9 of 15 Instrument Number: 20231122000209 Document:COV Rec: $217.50 Page-10 of 15 Record Date:ll/22/2023 10:54 AM King County,WA APPEI'1I)I�i A MACNTFNANG�REQLTIREMENTS FUI2 STORMWAT�R FACILiTTES?�NT�ON-SI'TF HMPS i��1!r�--�,+��1�`�"'1'�C)��'t"�Ll(C`T�.1���,C1'�'I���°l"C�alt;'il"'��,`;, t, MAINTENANCE DEFECT OF� GONDITICIN WMEN MAIN7ENANCE RESULTS EXPECTED 1lVHEN COMPOIVENT PROBLEIVI IS NEED�D MAII�IT@NAIdG�IS PEFiFORM�D FROP-T Sectlan Damaged FF20P-T Connections to outlet pipe are nat Gannections tra outlet plpe are water tight; (cont.) (cant.) watertight or show signs of deteriorated structure repaired ar replaced and works grout. as designed. Any hales---ather than designed holes--in Structure has rro holes other than designed the structure. holes. Gleannut Gate Damaged�r missing Cleanaut gate is missing. Replace cleanout gate. cieanout gate -- Cleenout gate is noC waterkight. Gate is wat�rtight s�nd warks as designed. Gate cannot be mcaved up and dnwn by Gate moves up and dawn�asily and�s one maintenance p�rson, watertight. Chainfrad laading ko gate is missing or � Chain is in plac�and warks as de�signad. damaged. Orifice Plate Oamaged ar missiny Cantrol device is not working properCy due Plate is in place and warks as designed. orifice plafe ta missing,out af place,or bent orifice plata, 4bstructions to arifice Any trash,debris,sediment,ar vegetation Plate is free of all abstructians and wnrks plate blocking the plate. es dasigned. 4verflaw Pipe Obstructions to Any trash or debris blacking(or having the Pipe is free of all alastructions and warks overflow pipe potential af blocking}the overflaw pipe. as designed. Defarmed or Lip of avertlow pipe is ben#ar deformed. Overfiow pipe daes nat allow overflow at damaged lip of en�levation lower than design overflow pipe InIeUC7utl�t Pipe Sediment -�_��� Sedin7ent fllling 20%or more af the pipe. InleUoutiei pipes clear of sediment. � accumulatlan Trash and dQlaris y�mW �Trash and debris aocurnulated in� Nrs 4rnsh car dabris in pipos. Pm��.�mmm� inleUautiet pipes(inc4udes floataFilss and non-floatabies). Damaged inletfoutlet Cracks wider tMan�/-inch at tho joint af the No cracks mare than'/<-inch wide ai the pipe inlet/oukiet pipes or any evidenae of soil joint of the inleUautlet plpe. entering at the joints of the inleUoudet pipes. Metel Grates Unsafe grete apening Grate with opening wider#han'/s inch. Grate apening meets des'rgn standards. Qf applicable) Trash and debris Trash and debris that is t�locking mcare Grate fraa of trash and dal�ris. than 2q%of grate surface, Damaged or missing Grate missing ar broken member(s}of the Grate is in place and meets desfgn grate grate. standards. Manhole Cpver/Lid Cover/lid nc�#in place Ccrver/lid is rnissing or pnly partially in� Coverllid prot�cts opening to structure. place.Any apen structure requires urgent maintena�nce. _......_._..__._......____.___...�__.�_w. _..__._...__._______.....�...�___._._�_.______�._..__.._._____._,_� _..._.____..�_____.__...__._._....___._.__..___.Y__.w ..._.. L.ocking mechanism Mechanism cennnt ba opened by one Mechanism op�ns with proper#ools. nak warking m�int�na�ice person wfth pr4per tools. Balts c�nnat be seated.Self-locking coverAid does not work. Gover/lid difficult to One maintenance person cannot remove Cover/lid can be removed and reinstalled remove caverAid after applying 801bs,of(ift. by on�maintenance person. Page10af15 2022 City of Rent€�n Surface Water Desi�n Manual 6/22/Z022 A-9 Instrument Number: 20231122000209 Document:COV Rec: $217.50 Page-11 of 15 Record Date:ll/22/2023 10:54 AM King County,WA Al'1'I,IVL"1TX A IvIAI�TT'ENr�NCF I2�C�L7IRGML,NfS I'012 3'C'Ol'tMWA'I'L�Tt TACI.GTTIES AND C7:N-SIT�:I3MPS „M�4�.,�„ ,�.I!�`�`!CF{,�.�►S�NS,�iN�i,�ii,A1!+N�'�I�X.�� , MAIidTENAPICE DEFECT OR CONDITIC)N WHEN MAINTENANCE RESULTS EXPECTED WHEN COMPONENT PROBL.EM IS NEELIED MAINTENANCE IS t'EFtFORMEp Structure Sediment Sediment exceads 60°/a of the depth fram Sump af catch faasin oontains no sediment. accumulation the bnttom af the catch basin to the invert of the lowest pipe into or out nf the catch basin or is within 6 inches of th�invert of the lowest pipe into or out of the catch hasin. Tr�sh and debris 7rash crr debris af rnore than'/x cubic foot Na Trash or debris bloaking or pptentialiy which is located immediately in fron#of the blocking entrance to catch basin. cetch krasin aponing ar is blocking cap�ciky af 4h�aatch basin by more than 10%, __._�_..____.,.....____..__..._.�__._.___�__._.___,____..__.._.._._.__ ..._.__,.__.____._.__.._.__._.._.�_.,..u.,.._____ Twash ar d�zbris in the catch basin that Na trash or debria in the cakch basin. exceeds�/a�he depth from ihe L�attam of basln ta Inuert the lawest pipe Inta ar aut of the basin. Dead animals or vegetatian that could No dead animals or vegetatian present genarate odors that could cause within catch basin. camplaints or dangerous gases(e.g., me#hane). Deposits of garbage exceeding 9 cubia Na conditian presen#whioh wouid attract ar faot in valume. suppart tho breeding of insects or rodents. Damage to frame Comer oP frame e7ctends more than'/inch �'rame is even with curb.��� and/or top slab past curb face into the street pf applicable), Top slab has holes larger than 2 aqusrc� Tap slab is free of holes and cracks. inches ar aracks wider than"/<inaY7. Frame not sitting flush on top sleb,i.e., �� Frame is sitting flush nn top slab. w separa#ion of mare than�/inch af the freme from tha top sl�ab. Cracks in walis ar Cracks wider than'/z inch and longer than Catah basin is sealed and is structurally bottam 3 feet,any evidenca of soil particles sound, entering catch basin thraugh cracks,or mainte�ance persan judges that catah basin is unsaund, Cracks wider lhan Yx inch and longer than No cracks more than'/a inch wide at the 1 faot at the jaint of any inlet/autlet pipe or joint of inieUoutlet pipe. any evidence of soil particles entering catch basin through cracks. Settlement/ Catch basin has settled more ttran 1 inch Basin replaced or repaired to design misafignment ar has rotated more than 2 inohes out of standards. afignment. Damaged pipe jainks Craaks wider than"/�-inch at the joint of the NU cracks more than'/�-inch wide at the inl€�t/autlat pipc�s ar,any�uidence of sail joint of inlet/aukiet pipes. �ntering the catch basin at the janf of the inletloutlet pipes. Contaminants and Any evidence of contami�ants or poliution Materials remc�ved and disposed of � pallution such as ail,gasoline,concrete slurries or accarding to appliGable regulatians.5aurce paint. con#rol BMPs implemented if appropriate. No nontaminants preserrt other than a surFace oil filrn. InletfOutlet Pipe Sediment Sediment filiing 20°/b ar more of the pipe. Inlet/outlet pipes ciear of sediment. accumulatian Trash errd d�bris Trash and dek�ris accumulated in No frash or debris in pipes. inlet/outlet pipes(includes floatables and non-flaatables). F'aC,�2 'I"I O'F 'I 5 6l22/2f}22 2022 City aflZents�n rurfaoe t?t�ater D�sign Manual A-10 Instrument Number: 20231122000209 Document:COV Rec: $217.50 Page-12 of 15 Record Date:ll/22/2023 10:54 AM King County,WA �PP.T:NIJIX A 1�1AxNTk�NAS�rCE It]EQvITtk�MF.N1'S Fo�t sTt7ztMwATFR PACII:,T1'IF?S AN7J ON-SI't'�BMPS ..-,.- � ��) J�` �'rl��"�`"►��Iq1v�`�v�1�4�4��,���"t���"'� , r��� . .�. �.,�' � , ,,,.>, �,� , �.,� >. , � :rx,t �,. . �, � _ 3 MAINT'ENANGE GEFECT C1R CONDITIt7N WHEN MAINTENANCE RESULTS EXPEG7ED WHEN COMPONENT PRbBLEM IS NEBDED MAIIVTENANCE IS PERFOftMED InletfOutlet Pipe Damaged inlaUoutlet Craaks wider than'1-inch at the joint of the Na craaks more than Y<-inch wide at the (cont.� pipe inlet/outlet pipes ar any evidence of soil joint of the inleUou#let pipe. entering at the joints af the inlet/outlet pipes. Metal Grates Unsafe grate opening Grate with opening widPr than 7/g inch. Grate opening meets design standards. (Gatch Basins) Trash and debris Trash and debris that is blacking mare Grate free of trash and debris. than 20%nf grate surfaee. Damag�:d or missing Grat�missing ar brok�n member(s)of the Grate is in piace and meets desi�n gr�te gratc�.Any apen�e#rrwcture requires standards. urgent maintenanse, Manhc�le Covc:r/Lid Cover/lid nat in place Cover/Iid is missing ar nrrly parlially in Cover/lid prot�ats opening to structure.w place.Any apen struature requlres urgent mainterrance. Locking mechanism Mechanism cannot be opened by one Meahanism opens with proper tools. nat working maintenance person with proper tools. Bol#s cannat be seated.Seff-locking caver/lid daes not work. Caver/lid difficwlt to One maintenance person�annat remove Cover/lid can bs removed and reinstall�d remove caverilid after applying 80 Ibs.of lift. by one maintenance person. Page 12 afi 15 2022 City af Renton SurEace Wa�r Design Manual 6/22(20Z2 A-11 Instrument Number: 20231122000209 Document:COV Rec: $217.50 Page-13 of 15 Record Date:ll/22/2023 10:54 AM King County,WA APP�,NL11X A MAIN"1"�,NANCE ItI:,QT.Jll2LM�1Y7'S I"C?l2 S'I`U�M:WA"1"�I2 F�GI�.,1"CIL3 t1Nl�C)1V-S.ITE SMPS �NC>.�G��-��Ct�N'W�YAhIC�I�IP�S��AIV�►«bM'�''�h1�5 MAINTENANGE DEFECT OR CONDITIONS WHEN i2ESULTS EXPECTED WHEN COMPONENT PROBLEM MAINTENANCE IS PIEEDED NiAINTENAhJCE IS PEI2FORMED Pipes Sediment&debris Accumulated sedirnent ar debris that Water flows freely through pipes. eccumulation exceeds 20°/a of the diameter of the pipe. VegetatioNraat Vegetation/roots that reduce free Water flows fr�ely through pipes. growtfi in pipe movement of waterthrough pipes. Contaminants and Any evidence of contaminants ar poliution Meterials removed and disposed of pollution such as oil,gasoline,conerete slurries or aceording fio applicable regulations.Source paint. conkrol BMPs implemented if apprapriat�. Na contaminarrks present athar than a surtace oi!ffim. ..Damage ta pratective I�rotective coating is damaged;rust or Pipe repaired r�r replaced. ccrating ar carrasion corrasien is weakening thr�structural integrity af any part af pipe. Damaged pipes Any dent khat decreases the cross section Pipe repaired ar replaced. area of pipe by more than 2p%or is d�termined to have weakened structural integrity of the pipe. Ditches Trash and debris Trash and debris exceeds 1 cubic faot per Trash and debris cleared from ditches. 1,q00 equare feet of ditch and slopes. Sediment Accumulafed sediment that exceeds 20% Ditch cleaned/flushed af all sedirnent and accumulatiar7 of fhe design depth. debris so that it matches design. Naxiaus weeds Any naxious or nuisance vegetation which Noxious and nuisance vegetatian removed may constitute a hazard to Gity personnel according to appficable regulations.Na ar the pu6lia. danger af nnxiaus vegetatian where City �rersanne!ar tl7e public migh#nQrmally ba. Conf�minants arrd Any evidence af cont�minan#s ar pr�liution Materials removed and disposed of pcalluUan such as cail,gasoline,cancrete slureies c�r acepnding to applicabfe regulations.Source paint. aontrof CiMF's implemented if appropriate. No contaminants present other than a surface oil fitm. Excessive vegeiatian Vegetation ttrat reduces free movement of Water flaws freely through ditcY�es. growth water through ditches. Erosian demege to Any erosian observed on a ditch slape. Slopes are not erading. slapes Rock lining out oF One layer or less of rock exists above Replace racks to design standards. place or missing(If native soil area 5 square feet or mare,any applicable) expersed native soil. Page 13 af 15 6/22/2022 2022 City c�Pi+.'entcrn Stsrfac�Water Dasign Manixal A-12 Instrument Number: 20231122000209 Document:COV Rec: $217.50 Page-14 of 15 Record Date:ll/22/2023 10:54 AM King County,WA Al'PEND17�A MAIN"I'FNANCE REQLTLRE�YIEN"T'S�CIR.STC1ItMWATEIt Ft1CIL,I'CIES ANT)C1N-SITE F3MPS --..-.m � _. n�c� a� ccann�a�r�nn�r���a�io�N�.�r���t��v��v�.�� ` MAINTENANCE DEFEC7 OR CQNDITION WH�N WiAIIdTENANCE RESULTS EXPEGTED 1NHEN � COMPONEIJT PROBL6M IS NE�DED MAINTEMAWCE IS PERFORMED 8ite 7rash and debris Any frash and/ar debris accurnulated an No trash or debris on the biaswale site. the bioswale site. Gontaminants and Any evidence of coMaminants or pollution Materials remnved and disposed af pollutian such as ail,gasoline,concrate slurri�as or according ta appfioable regulations.Souree paint, contral BMPs implemented if apprapriate. IVa cantaminants preserit o#her than a sur�ace oil fiim. Sw�la Section Sediment � Sediment depth exceeds 2 inches in 10°!a FJo sadimenf depasits in grass treatment accumulatiorr of ihs swale treatment area. area o'f the biaswale. S�diment Inhibits grass growkh aver iQ% Grr��s grawth not inhibited ay sedimsnt. raf swale length. Sediment infiibits even spreading af flow. Flow spreads evenly khrough swale Erosian/scouring Eraded or scoured swale battom dus to Na eroded ar scaured areas in bioswale. ahannelization or high flows. Cause af erosion or scour addr�ssed. Foor vegetation Grass is sparse or bare or eroded patches 5wale has no t�are spots and grass is thlok coverage occur in more than 10%of the swale and healthy. taattom. Excessive vegetadan Grass excesslvely taU(greater than 1 p Grass is between 3 and 4 inehes tall,thiek growth inches),grass is thin nr nuisance weeds and healthy.No nuisance vegetation and other vegetation have taken over, present. Excessive shade Grass growifi is poar beeause sunlight Healthy grass growth or swale conv�rted daes nok reach swale. ta a wet bioswale. Constar�t baseflow Conkinuous flow lhrough the swale,ev�n Baseflaw remcrved from swale by a law- when it has been dry far weeks or an flaw pea-c�ravel drain pr bypassed araund eraded,muddy channel has fiormed in the the swale. swafe bottom. Standing twater Water poals in the swale b�tween starms Swale freely drains and there is no ar daes not drain freely. standing wafer in swale between starms, Channelization Flaw concentrates and erodes channe,l No flow channels in swale. thraugh swale. Insufficient compost Depth af compost is less than 3 Inches. Campost depth is 3 inches. depth Flow Spreader Cnncenteated flow Flow irom spreader not uniformly Flows are s�read evenly over entire swale distributed aoross entire swale width. width. Inlet�0utlet Pipe Sediment � 5ediment fllling 20%or more of Yhe pipe. Infet/ouUet pipes claar af sadiment. accumulation Trash and debris � Trash and debrie accumulatad in � Na#rash or debris in piryes. inletFoutl�at pipes(inr.lud�s fla�tables and nan-floatables), f.7amaged inleUoutlet Cracks wider than'/x-inah at the joint af the Na aracks mare than"/�-inah wtde at khe pipe inlet/autlet pipes or any evidence of scaii joint af the intet/outlek pipe. entering at the joints of the inteUoutlet pipes. Page 14 of 15 2022 City of Kenkcin Surface Water Design Mannal 6l22f2Q22 A-51 Instrument Number: 20231122000209 Document:COV Rec: $217.50 Page-15 of 15 Record Date:ll/22/2023 10:54 AM King County,WA TOTAL LOT SITE AREA: 134,385 SF/3.08 AC EXHI�IT C: LEGAL DESCRIPTION PARCEL #'S: 0423059237 ADDRESS: 3811 NE 21 ST ST. RENTON, WA 98056 NEW/REPLACED IMPERV. AREA: 51,393 SF DISTURBED AREA: 68,619 SF APPLICANT: FIRST UKRAINIAN PENTECOSTAL CHURCH ANDREY KOVAK 3811 NE 21ST ST, RENTON, WA 98056 SECTION,/TWNSHP/RANGE: POR OF NE � OF SE � , S 4, T 23 N, R 5 E, W.M. TOTAL SITE ACREAGE: 3.08 AC TOTAL IMPERVIOUS AREA: 1.67 AC LOT 1 LEGAL DESCRIPTION THE EAST HALF OF THE EAST HALF OF THE NORTHWEST QUARTER OF NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 15.00 FEET THEREOF; ALSO EXCEPT THAT PORTION DEEDED TO THE CITY OF RENTON PER DEDICATION DOCUMENT RECORDING N0. 20230208000197; ALSO EXCEPT THE NORTH 2O.00 FEEf DEEDED TO THE CITY OF RENT01� PER DEDICATION DOCUMENT RECORDING N0. 20230208000198; ALSO EXCEPT THAT PORTION MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE EAST HALF OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE NORTH 01'03'19" EAST ALONG THE EAST LINE OF THE SAID EAST HALF OF THE EAST HALF 29.27 FEET T� THE POINT OF BEGINNING, THENCE NORTH 88'11'58" WEST ALONG THE NORTH LINE OF THAT PORTION DEDICATED TO THE CITY OF RENTON PER DEDICATION DOCUMENT RECORDING N0. 20230208000197, RECORDS OF KING COUNTY, WASHINGTON 91.46 FEEf; THENCE NORTH 01'27'53" WEST 90.00 FEET; THENCE SOUTH �8'17'11� EAST 95.41 FEET TO A POINT ON SAID EAST LINE; THENCE SOUTH 01'03'19" WEST ALONG SAID EAST LINE 90.00 FEEf TO THE POINT OF BE6INNING. TOGEfHER WITH THE WEST 217.50 FEEf OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 F�4ST, WILLAMETTE MERIDIAN, IN KING COUNIY, WASHINGTON, EXCEPT THE NORTH 127 FEET THEREOF. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHING'fON. Page 15 of 15