HomeMy WebLinkAboutRC 20241106000020 Instrument Number: 20241106000020 Document:COV Rec: $315.50 Page-1 of 13
Record Date:ll/6/2024 8:06 AM
Electronically Recorded King County,WA
Return Address:
City Clerk's Office
City of Renton
1055 S Grady Way
Renton,WA 98057
DECLARATION OF COVENANT
FOR INSPECTION AND MAINTENANCE OF DRAINAGE FACILITIES AND
ON-SITE BMPS
Grantor: Century Communities of Washington, LLC, A Delaware Limited Liability Company
Grantee: Citv of Renton, a Washin�ton municipal corporation
Legal Description: ABBRV: LOT 23, CANOPY, VOL. 304 OF PLATS, PGS. 63-73
FULL DESCRIPTION ON EXHIBIT C
Assessor's Tax Parcel ID#: 1328710230
IN CONSIDERATION of the approved City of Renton (check one of thefollowing)
./❑ Residential Building Permit �Commercial Building Permit
❑Clearing and Grading Permit ❑Civil Construction or Utility Permit
for Permit(s)g24003435 (construction/euildinq/utilityPermittt)relating to the real property
("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
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 9 below with regard to the
Property, 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 CANOPY-C:2100838 �project
Plan#) on file with the City of Renton and submitted to the City of Renton for the review and
approval of permit(s) B24003435 (Construction/euilding/Utility Permit#).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 Maintenance. Drainage
facilities include pipes, channels, flow control facilities, water quality facilities, on-site best
management practices (BMPs) and other engineered structures designed to manage and/or
Page 1 of_13_
Instrument Number: 20241106000020 Document:COV Rec: $315.50 Page-2 of 13
Record Date:ll/6/2024 8:06 AM King County,WA
treat stormwater on the Property. On-site BMPs include dispersion and infiltration devices,
bioretention, permeable pavements, rainwater harvesting systems, tree retention 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 BMPs 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' written 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)days of giving this
notice,the Owners, or 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 drainage facilities without 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 mitigation work ("Work") required
pursuant to the Renton Municipal Code. The 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 completed within 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 Work.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 will be waived and Work will begin
immediately.
4. The Owners shall assume all responsibility for the cost of any Work, or any measures taken by
the City to address conditions as described in Paragraph 3. Such responsibility shall include
reimbursement to the City within thirty(30)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 legal action to
enforce this agreement, the prevailing party in such action is entitled to 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_13_
Instrument Number: 20241106000020 Document:COV Rec: $315.50 Page-3 of 13
Record Date:ll/6/2024 8:06 AM King County,WA
�. ...... .,_..._.__.�.. _. .�..._..�... .., .........�..� ..�, r........,. ..... .w.w.. u,.w w...,..w�,.....J w..w N...........
efficient and effective management of surface water drainage of the reaf property described
above, and shall inure to the benefit of all the citizens of the City of Renton and its successars
and assigns. This Dedaration of Cavenant shall run with the fand and be binding upon
Grantor{s}, and Grantor's{s')successors in interest, and assigns.
9. This Declaratian of Cavenant may be terminated by executian of a written agreement by the
Owners and the City that is recorded by King County in its rea) property records.
IN WITNESS WHEREOF, this Declaration of Cavenant far the Inspection and Maintenance of
Draina Facilities is executed this 7�day of ����" � � , 20 �
� �'
GRANTOR,owner of the Property GRANTOR, awner of the Property
Mick Cermak, Divrsion President of Century Communities of Washington, LLC
STATE OF WASHINGTON )
COUNTY OF KING )ss.
On this day personally appeared befare me:
��/��� ��� �� , to me knawn to be the individuaf{s}
described in and who executed the within and foregoing instrument and acknowledged that they
signed the same as their free anc{voluntary act and deed,for the uses and purpases therein stated.
Given under my hand and official sea!this ���day of��T� ���" , 20 �� .
\`t�\�l�l\11�i�� �-f/�`
�`������y�l��!/��� �.
o�,��`�9eaa��,,J E�� i, ` �-��` �t'`t��?r� o"`
� ���S,aoj'��y ���', � Printed name
% :v2fl40���T`�� S Natary Public in and forthe State of
; c.E9!, '`tr�e.��' = �= Washin ton, residin at
s � fi� � 1r' d _
�
f!� 4� rt+����`�"�� ��= �� `�%-��� �
f!1/�fioiWAS�\�v`� Y PP P ��"�����..���
M a aintment ex ires
Page 3 of_13� '
Instrument Number: 20241106000020 Document:COV Rec: $315.50 Page-4 of 13
Record Date:ll/6/2024 8:06 AM King County,WA
EXH/B/TA -BMP PLAN
CA/VOPYCONSTRUCT/O/V OF/VEWS/NGLEFAM/LYRES/DE/VCE
ABERDEEN WAY
f0'PUBVC et PR/I/ATE
UAL/TY EASEA/ENT
� ��' � NO>39'f0E 30.DO �� � � ��
o�
a
—F—
e
� : „�
h h
^ I �
.$ � 23 a3 -s�fc ���n�r�ar�n�r r���s
h ; I 2,175f SF �
� �.�� ,�4.,�ZS A�GR,� � � — �vr�c,�n�,�c,a��,a�`as t7�,a r�,e�'
� � ,�rry er s;��trr t�,a�r rt,�`
PERFORATEO P/PE I = NAF/d�'A/r1TER1AL .�+"tWLU L� SC.4f�lt7�'Cl Ti�J,�
CQ1/NECT/ON PER LYTY I 0�'P7H t�'fB�'V�'XES N�714!R'N 7H£ SCAPE
10' PR/I/ATE 1"�A[�pW"FC�i' T G,�Dfi47ff ANLI
OF RENTON S7/RFAC,�E � ORA/NAGE �A�'R'17t2" l�R,4fNAG'�'�RL�UiYL7 Xf:L"
WATER DESlG9V MANUAL. [,�AxlJS Cl�VTI�',4C .S�1fiX/Gt),�E
F/GURE�2.11.A I EASEMENT CAUTIG�✓,S NC�T Td7 FYA�A�,'/,�
— c�'/TSYt7�"t�" 7h�"BANDSL�4P� . S}�"
���c� r,�ca�tur�t�ae�',��c.�
_ � ... — �e�,�s.�ry�"���tr c�vas c
a ARERS Sr�fAGL G�3YT,4/JV AT L,Fr4ST FNS?ANG�
N0139'1�E 30.00 �Yf—H,�CF�N�S G�" �5"f Ok"
ALLEY i�c�rm r��r� r���r� m ���c�avr
c,u�r� r�vr.
5`.PSE, PU�!/C c4`PRfI/ATE
U11UTY EAS�A/ENT —E7�7SJ7rVG�'G,4Y�',5,�/�IY 5L�!LS i!�`�`
t,an�sc,anr�c�s �r�'�sr,atr.��,�cc e�'
,au r� r�t�r�v nrrc� es��vr,
���
scACE�`_�o'
PAGE 4 OF 13
BUILDER: CENTURY COMMUN/T/ES
LOT Z� � CIVILENGINEERING DATE 6/5/24 PARCEL NO.:1328790230
LANDSCAPE ARCHITEC7URE
PLhNNING
�DESIGN SURVEYING DESIGNED CORE ADDRESS�Aff1B�ENl�IYAl�
CANOPY72700NE195rhSr,SvXe300Bofhell,Washligron98071415.H85.7877 PROJECT NUMBER
DR,4wN CAF 18054
Instrument Number: 20241106000020 Document:COV Rec: $315.50 Page-5 of 13
Record Date:ll/6/2024 8:06 AM King County,WA
(usua[f}�roof runoffj diractly to a loce(drainage system while prouiding some infiitrati�n of that runoff in
the pracess.This on-site SMF c�mponent must be maintaEned:
2} The devices that disperse runoff fram the develaped surfaces.
Dispersion Devices
The Disparsion devices used an your property include�he following as indicated on the site p[an
(�HECK THE BdXES THAT APPLY}:
❑splash 6locks,Qrock pads,�t graveE filied trenches,Q sheet f(ov�r.
MAI�[TENAIVCE RESTR{CT(QNS
The siz�, placement, �ompositPon, and d�rvnstream flaw of these devices as depicted by the site p(an
and design details must he maintain�d and may not be changed without written approval frarrr the City�fi
Rent�n or through a future d�velopment p�rmTt from the City of Renton.
ItVSPECTiC}t1[F[tEQiJEIVCY At�[D MA[NTEI�iA(titCE 6UIDELINES
This an-stte BMP primary component must be maintained per App�ndlx A af fhe City of Rentan's Surface Water Desigtt tt+lanuaL•
z, Dispersion devices must l�e inspected annuefly and after major storm events to identify and repair any
physica(de€ects.
z. When n�tive soi(is expnsed or erosion channels are present,the sources of the erosion or
c�ncentrated flaw need to be identified artd mPtig�ted.
3. Cancentr�ted f(ainr can be mittgated by leve[ing the edge of the pervious area andJor r�a�[gning or
rep(enishin�the rac(cs in the dispersian device such as the grave[fil[ed trenches.
P� � � 1�
Instrument Number: 20241106000020 Document:COV Rec: $315.50 Page-6 of 13
Record Date:ll/6/2024 8:06 AM King County,WA
[nf(ow fnfl�w impedad Inf[ow inEo the per�orated pipe is par�isCly or tnf[ow ta tfte perFaraEed pipe i�unimpeded.
fully blaci€ed or attered to pravent fiow fram
getting into the pipe.
Pipe Trench F1rea SurFace compacted Ground§urfiace over the perforated pipe Ground s�rface aver#he perforated pipe is
trench is compacterl or co�ered wi#h rrot c�mpacted and frae of any impervious
impermeable material, cover.
{7uff(aw Jufflaw imped�d t)uiftaw frc�rrt the perfarated pipe into th� �uiflow to fhe public drainage systsm is
puBlic cirainage syste�rr is b(ocked. unfmpeded.
Out€at(Area Erosion or tandslides Existence of the perforated pipe is causing PerForated pipe system is sealsd off and
or exasperat3ng erosian ar iandstides. an alternative B(1rtP is implemented.
t'J � � '.�-.�-+
Instrument Number: 20241106000020 Document:COV Rec: $315.50 Page-7 of 13
Record Date:ll/6/2024 8:06 AM King County,WA
cantrol benefits.Therefore,it i�z�ot oredited with mitig�tting target i�nperviaus surface.
A�pticabte�urfaces
Subject tQ the minimum design�•equirements belc�w,the perforated pipe connec�io�may be applied to
concentrated runaff from any i�rzpertiious surfuce or nannative pervious�urf�ce,
Infeasit�ility Criteria
Perforated pipe connectians are consid�red infeasible and rzot required for projects that cannot meet the
minimum design requirements Iist.�d hel�w.Thls BMP is not allowed in Zorae I r�f fhe�Iqraifer.P'rr�tectiara
Area,
�peratifln and t�laintenance
�ee Section G�,l I,2.
C.2.11.1 MIl�IVIUM DESIGN REQUIREMENTS
Figure�.2,1 I.A illustrates�.perft�rated pipe ctinnectian for�typicai single family residence.Impervious
�reas latger than 10,(3t}t}square feet a�d nonnative pervic�us areas lar�er than 35,{�t7(}�qua�e feet may
require Iarger pipe ta adequat�ly canvey flc�ws and should be d�signed by a civiL exgineer.Perfc�rated pipe
connec�ions must b�installed aocordit�g to�ie fallowing requirem�nts.
1. Where possible,the parforated pipe coz�ection must be pIaced in native soil to maxuizize infiltration
of water,and�ust not be lacated under impervfttus surfuces,except as a Iast resort.
2. The gravel filled trench must be at lea�t 10-feet in Iength for every S,OCIO square feet of imFerv�aus
surfaee or 35,000 sr�uare feet af nannative pervic�us surface frflrn which runoffis aonveyed.
3. The perforatetL portian ofthe system may not be placed in a critical area bnffer ar on siopes steeper
fhan 25°l0.Any proposed placemeat af�he perfor�ted poi�tion c�n slc�pes�teeper tY��nn 15°l�ar urithin
50 feet of a steep slape ha2ard area or Zandsdide hazttrd must be appraved by a geotechnicrrl engineer
or er�ganeering geolrrgist unless t�ttizerwise approved by GED.
4. �or sat'es with septic systems,the perforated partion af the system must be do�vn slape of the
d.�ainfield prim�ry and reserve areas.�El�review staff can waive this requirement if site tap�g�aphy
clearly pr�hib`rts subsurface flows from rntersectin�the drainfield.
5. T�e perforateti pipe connectitan must not create flooding or�rosian impacts as detet�n�ned by CED.
If tlle system discharges tawaz�d or is near a dundslir�e haznrd,erasir�n huzard area,steep slope l�uzard
ur�ea,ar a slape steeper th�n 15%,CED may require evaluation and appr•ava11 afthe proposal by a
ger�te�hr�rcal engir�eer or engineer�ng geoCc�gzst.
b. A minimtun of a 5 fc�at setback is req�ired between any part r�f the perforated pipe trench and any
prc�perty line,
7, The depth from the bottom of the trench to the seasona111igh gronndwater table ar imp�rmeable layer
must be at Ieast c�ne faot.
p� '7 a� ,��.
Instrument Number: 20241106000020 Document:COV Rec: $315.50 Page-8 of 13
Record Date:ll/6/2024 8:06 AM King County,WA
A reproducible copy of the�Isteuctit�ns,prepared for inclusl�n witt�the declaration c�f cavenant,is ic�cated
in Ref��ence Section&M.
FIGiIRE C.Z.Ii.A SCHEM�TIC REPitESENTATIt3N�F A�'ERI{t��tATED PIPE CC3NN�C�'I4N FC?1�A
�IN�LE I'AMIIlY ItESIDENC�
. F2ANDOItR�[LL
� �.se�I�. � Q o .
0
'I8"MIN� � FILTER FABFtIC
!
8"PERFORATED PtP�
�!�"_A° UVASNED ROGK
��—�24"MIN.—�--�
TRENGH XsSECTIt)�t
NTS
SLOPE —
TO RQr'�D
BRAINFiGE SYSi"EM
�2`x 1 CI'LEVEL TRENCH
' w/PERFORATED P[PE
' PLAN VIEW OF ROt)F
NTS
i
i
i
i
i $`� � °��
G
E
i
E
t
�
;
r
Instrument Number: 20241106000020 Document:COV Rec: $315.50 Page-9 of 13
Record Date:ll/6/2024 8:06 AM King County,WA
ws�k roots ar stems:possible Potassium
{K}defciency.
Inadequate soi( (n the fali,return[e�ffall and shredde�l Snii providing pEanf nut�ienEs and structure
nutrients and woody rr[aterials from the landscape t�fhe
structure slte when possible
Excessive uegetation Grass becomea excessive(y ta([{greater He�Ithy tusf-"grasscynle"{enulch-rnow or
growth than'[d ittchesj;nuisance waeds and flth�r {eave tha c[ippings}ta t�uiid turF health
vegetafian start ta take over.
1141aeds Prevenfive rnaintenance Avaid use nf pesticides{�ug ared wead
k+l[ers},(ike'�,veefl&feed,"which damage
the soii
FerE[I�zer needed UVhere ferti[ization is needed(main[y turF intagrated F�st Managem�nt([PM}
and annua6 flawer bads},a maderate profoccals far fertitizatian follQwed
ferEiiizatian program�hould be used which
relies on compost,natural fetti(izers ar
stow-releese synfhetPc balanced ferti(izees
Bare spots 8are spofs fln seil No bare sp�fs,area covered with
' vegetation or mulch mixed int�the
underly'tng soil.
Compactian Poor inf(Itratian due to s�il compaction No soil campaction
= To remedist�compactian,aera#e
soit,ti(1 to at least 8-inch dspth,flr
furthar amend s�il with cvmp�st�nd
re tlit
• tf ar�as are turt,aerate compaoted
areas and tap dress thern with if4 ta
112 inch of campost to r�novate them
. If drainage is stii{slbw,consider
invesfigating altscnatiue causes{e,g.,
high wet season qroundwater Ievels,
[ow permeability soils)
= A1so cansider site use and pratectian
faom ct�m �ctin activiti�s
Paor infiltration Soiis become water(�gged,do not appear , Faci(ity infiltrating properiy
fo be mfiftrating.
�rosionlScouring Erosion Araas af patentlal erosfan are visible Causes of erasian(e.g.,concentrate�low
entering area,channelization of runafF)
identifi�d and damagad area st�bilized
(regr�de,rcrc[c,vagetation,erosion aantrol
matting).Far deep chanrtels�r cuts(aver 3
lnchas in p�nding depth),te�npnrary
erosion r�nEroi rneasures En place until
permanenf r�pairs can be mad�
GrassN�geta[ion Unheatthy vegetation L�ss than 75°l��f planted vegetation is Hea(thy vegetation.Unhaalthy p(�nts
healthy with a generally good appearance. removedlrepEaced.Appropriate vegetation
planted in terms flf expasure,soi[and soiC
ms�isture.
Noxious Weeds Noxiaus weeds LisEed nc�xious vegetatian is present{refer hlo noxiaus weeds present.
to curr�nt Gounty noxious w�ed[i5t).
.� o� ��
Instrument Number: 20241106000020 Document:COV Rec: $315.50 Page-10 of 13
Record Date:ll/6/2024 8:06 AM King County,WA
r-o � r � --- i
that accor�pac�y roadsid�litter.
�stablishing soii quaiity and depth regains greatet starmsvatez�fctrcctit�ns in the post develapment
landscape,�t�ovides increased trea�rnent af p�Ilutants and sediments that result from development and
habitation,and minimizes the need for some landscaping chemicals,thus reducing pollution thraugh
preventian.
Ap�aticable SueFaces
�s�.blishin�a min3mum s�i1 quality and d�pt.h through s�il amendment is not the same as preservat'con of
naturally accurri�g soel and vegetatian.However,establishing a minimczm soi�quality and depth wi11
provide improved on-site rnanagement af st�rmwater flow and wat€r quality.
Sa�l ozganic matter can he attained thrc�ugh numerous materials such as compost,comp�sted woody
material,bi�solids,and fc�rest pr�duct residuaSs.It is important that ttte materials used to m�et the sail
qua.lity atld depth BMP be appr8priat�arzd benefieial to the pla�t caver to be established.Likewise,it is
rmportant#hat impc�rted topst�ils imprc�v�soi(eonditions and do not hav�an axcessrve pe�cent�f ctay
fines.
In#ea�ibiIity Criteria
Soil atn�ndment can be consider�d infeasible on tiil soil stopes greater than 33 p�rcent.
�.2.13.1 MINIlVIUM DESIGN 12EQUIR�MENTS
• So�I retenti�n.Retain,in an undisturbed st�te,the duff Iayer and nat�ve tdpsoil to the maxim€utu e�tent
practicable.In any areas requzrmg grad'u�g remove and stockpile the duff Iayer and topsoil on site in a
designated,cantrolled area,not adjacent tc�public resources and critical areas,to be reapplied ta c�ther
pc�rtians of the site where feasible.
• Soil quality.All axeas subject to clearing and grading that have na�been covered by impervious
surf°ace,i�ct�rporated into a drainage faoility or engineered as structural filt or slope shald,at project
com�ietion,demdnsteate the foll�wing;
1. A tc�psoil iayer with a minimum organic matter content of 10°la dry weight in be�s,and 5°1�
argan�c matter content izi tarf areas,and a pH frarri 6.0 to 8,0 or matching the pH of the
undisturbed sail.The tc�psoit layer�hall have a m3riimum depth af eight inches except where tree
roots limit the d�pth of incorparation of amendments needed ta m�et the critet�ia.Subsaits beiaw
the topsoil layer shc�utd be scarif`ied at least 4 inehes with some incorporation of the upper
materia3.to avoid st�atified layers,wher�feasible.
2. Mulch plantfng heds w'rth 2 inches af organi�mat�rial
3. Use compost and�ther materials that meet these organic confent requirements:
a} Th�organic ct�ntent for`6pre-approvad"amendmcnt rates can be met oniy usin�compt�st
meeting the corripost speci�cation for Bioret�ntion(Refer to Seati4n C.2.b}with the
exception that the compost ma�have up to 35°lo biosolids or manure.The compost rnust atso
have an a�•ganic mat�er cantent of 40°lo to&5°�0,and a carb�n ta nitrop;en ratia belaw 25:1.The
c�.rboiz tc�nitrogen ratio may be as high as 35:1 fc�r pI�tings�o�m�osed entireiy of plants
native to tiie Puget Sc�utid Lowian��rP�i�,ry. � � o
Instrument Number: 20241106000020 Document:COV Rec: $315.50 Page-11 of 13
Record Date:ll/6/2024 8:06 AM King County,WA
2. Amend existing site topsoll or subsail�ither at default"pre-approv�d"rates,c�r at custom
calculated rates based c�n tests of tl�e soil and amendment.
3. Stockpile existing tnps�il during grading,and repiace it pri�r to plan�ing.
4. Stoc�{piled iopsail must also be amended if needed tc�meet the c�rgariic matter�r depth
requ'rrements,either at a default"pre-approved"rate ar at a custom catculat�d rate.
5. Import topsoil mix af suffrcient organic cc�ntent and depfh to meet the requiremen�.
More than t�ne method may be used on different portions of the same si�e.Sail tkat already meets th�
depfh�nnd c�rganzc matter qe�lity stanci�rds,and is not cc�mpact�d does nc�t need to be amended.
C.2.13.2 PLANNING ANI� PERMITTING
A site specific Soil Management Pian(SMP)must be approved as part c�f the clearin�at�d grading c�r
construction permit application.
The Soil Manageme�lt PI�n{SMP)includes:
• A scaie-drawing(11"X 17"or larger}identifying area where native soil and v��etatian will be
retained undisturbed,and which soil treatments will applied in landscape areas.
+ A completed SMP form idenfifying treatmenfs and products to be used to meet the soii depth and
organic contant requirenlents far each area.
• Computations�s�comp�st�r t�ps�il volumes to he importcd{�,ndlar site sail to be stockpiled}to meet
"pre-approved"amendment rates;c�r calculations by a qualifed professianal ta meet orga.�ic cantent
requirements if using custorn c�lculated rates.Qua.l��d prafessionals in�Iude certif ed Agronomists,
S�il�cientists o�Crt�p Advisors,and Iicensed Landscape Architeots, Civr't Engin�ers or Geologists.
• Copies of la�aaratory analyses for compast and topsail pt•oducts t�be used�documenting organic
matter cflntents and carbon to nitrogen ratios,
C.2.13.3 INSPECTI�N/VEI2IFICATIOl\7 PR.t)CEDURES
Inspection and vet�rfication shauld b�perfarmed by�ppr�priate jurisdict����inspecto�°s.Same verificatiot�
may be made 6y supervising Landscape Archit�cts ar G'ivil Etagineers,who submit szgned certification
that the apprnved SMP had been implemented.
� The foliowing is an�uttine of a preferred inspectit�n s�hedule and tasks:
17epending on loc�1 rest�urces and procedures,the inspectton tasks m�y b�ce�nsalidated into fewer visits.
1. Pre-Grading Inspectian
• Verify deiineatic�n and fenaing off of native soils and vegetatic�n ta be lei�undistcubed,per the
SMP.
+ Review the SMP with the g;�neraI cantractar to ensure th�t tt�psoil stockpiling and other speciti�d
measur�s are incc�rporat�d intct the waz•l�plan.
2. Grading Pragre�s Inspectian �d�• t� �-� I'� • .
Instrument Number: 20241106000020 Document:COV Rec: $315.50 Page-12 of 13
Record Date:ll/6/2024 8:06 AM King County,WA
�u��ci�aaiuiia uy �.�ic�u��iici �uvuzu vciily uia4 u�,cy tLiG Gil1.715'ZtlGill.CU t1�J1J1VYGtl�f1VLLUiiW.
• Che�k sail fo�-compactioi�,scarification and amendment inccsr�saration Uy cligging at least one
12-inch deep test hole per acre for tut�f and�t Ieast one per acre fc�r planting beds.Test i1ol�s must
be e�cavat�d using anly a garden spade driven sc�tely by'rrispectar's weight.
• Test IQ locations per Iandscaped acre{10 lc�cat�ans inirlim�}fc�r compac�ion,using a szmple
"rod penetcc�meter"(a 4 fot�t Ic�ng 3/$th inch diameter stainless steel rad,with and a 3U degree
bevei aut into the sid�at that gaes in 118 inch at tkte tip).Rc�d must penetrate ta 12"depth driven
�o1�1y I�y inspectcar's weight�
• Verify placement of two iiiches of organic iuulch material on aII planting�eds.
Seeoudar�Vert#�cati�u Tor FaiIing Sites:
If inspector believes fihe installat�an does not meet the approvad permit conditi�ns,additional te�ting
may be ordered t�determine whether remediation sta�s are reqt�ired pri�r to final flccupatzcy and
payment.An indepen�ient c€�nsultant(Certified Soil Sci�nti�t,Crop Advisor or Agronamist;or
Licensed Landscape Arclutect, Civil�r2gineer�r Geolog'rst)skould canduct the following additionai
sarnpling and analysis:
• Clrganic matter content should be verified by an independent soil testing sei�vice,using the Lass
Oz�I�tzon ziaeth�d.
• If necessary,the percetztage of fine particles{Iess than#200 mesh}shouid be confirmed hy a
certYfi�d Soil Laboratary using a w�t sieve test.
+ At presen�,an analytical methQd far verifying scarificatian has not been identified.Verification
ma�be a matter af profefisinnal opini�n.
C.2.13.4 112AITiITENAN�E INSTRUCTIflNS
Tf the saii amendx�ent a�-sife�MP is propased f�r�prc�ject,maintenance and oparation i�structions must
be recc�rded as an attachment to�Ize required declaration caf covenant and grant of easement per
Requirem�nt 3 o�Sectic�n C.1.3.4.The lntent af these instt-uctions is to explain to futt�u�property awners,
the parpose ofthe B14�IP and haw it mu�t be rnaintained and operated.These ix�structic�ns are intsnded to be
a minimum;CED may require additianal instruct'rc�ns based on site-speoif'ie canditions.Future updates ta
th�instre�etions wili b�posted on City of Renton's�`ur,face ?�ater Desagn 11jlanuat t�et�site.
A reproducible copy of the instructions,prep�.red far inc�usion wi�lz tEte declaration of cavenant,is Iocated
in�t�ference Section 8-M.
�d� �� �� t� '.
Instrument Number: 20241106000020 Document:COV Rec: $315.50 Page-13 of 13
Record Date:ll/6/2024 8:06 AM King County,WA
Exhibit C - Legal Description
LOT 23 OF CANOPY A PLAT COMMUNITY,ACCORD/NG TO THE PLAT THEREOF
RECORDED/N VOLUME 304 OF PLATS, PAGES 63-73, UNDER RECORD/NG NUMBER
20240607000675, RECORDS OF KING COUNTY, WASH/NGTON. SITUATE IN CITY OF
RENTON, KING COUNTY, WASH/NGTON.
Page 13 of_13_