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Home My WebLink AboutMiscJill Ding From: Jill Ding Sent: To: Thursday, October 29, 2015 12:46 PM Donna Locher; Thomas Main Subject: FW: Rylees Place Revised Tree Retention Plan FYI, I have approved a revised tree retention plan for Rylee's place. I will put a stamped approved copy in the land use file as well as a copy of the email approving the revised plan. Please let me know if you need anything else from me. Thanks, Jill From: Jill Ding Sent: Thursday, October 22, 2015 10:34 AM To: 'Leanne Kuhlman'; Laura Bartenhagen Cc: Stephannie Karlsson -MWA Subject: RE: Rylees Place Revised Tree Retention Plan I can approve this plan. I need a full size drawing (you can just mail it to me) for our file. Thanks! Jill Ding Senior Planner CED City of Renton (425) 430-6598 jding@rentonwa.gov From: Leanne Kuhlman [mailto:leanne.kuhlman@esmcivil.com] Sent: Tuesday, October 13, 2015 5:53 PM To: Jill Ding; Laura Bartenhagen Cc: Stephannie Karlsson -MWA Subject: RE: Rylees Place Revised Tree Retention Plan Hi Jill, The minimum distance between the trees measures 10.6' which is just over 10'-6". The minimum distance occurs along the west property line. The north property line average distance apart is just over 11'. They are snug, but will fit in quite nicely. Thank you, Leanne Kuhlman 1 l.EANNE D ;(UHU·v\:"{: RlA ;tt743 landscape architect F:;:;'/I C}c>,,;;;:;iltinq E:!gine-i:\,sy L.I:; www.esmc:ivil.com lean ne. kuh I man@esmcivil,com ,(!' 2S::L;:~,3;3/).! . .1.::; :Jf't'c';"3 T>T:r:L~).()i"/)(' ('(':1 From: Jill Ding [mailto:JDing@Rentonwa.gov] Sent: Tuesday, October 13, 2015 10:01 AM To: Laura Bartenhagen Cc: Stephannie Karlsson -MWA; Leanne Kuhlman Subject: RE: Rylees Place Revised Tree Retention Plan Thanks Laura. One quick question, are these trees okay to be planted so close together? One website I saw mentioned that they should be spaced at least 8 feet apart or greater. It looks like your proposal has them spaced closer than 8 feet. Jill From: Laura Bartenhagen [Iaura.bartenhagen@esmcivil.com] Sent: Friday, October 09, 20153:42 PM To: Jill Ding Cc: Stephannie Karlsson -MWA; Leanne Kuhlman Subject: Rylees Place Revised Tree Retention Plan Hello Jill, As requested by Stephannie, attached is our revised Tree Retention Plan for Rylee's Place with the revisions clouded. Please let Leanne or me know if you need anything else or have any questions. Thank you, U\URA SARTENHAGEN, PEl LEED'" AP principal lau ra. bartenhaoencroesmCivi I.com £SM CONSUL TING ENGINEERSf LLC www.esmcivil.com ">3,·j·C!O B·.l~ j\Vt:nu:~ Stju'b, .) I'!.e-.205 ::~:dr:;r,?! W,y, 'NA 9d()iJ:3 'j""" ?_::)JS·::Z~. :'<J. '3 2 ~ w ~ D- en [u w ..J >-a: 8 9 10 11 EXl6T1N6 ~E6 TO BE ~D-TYf'ICAi... OTHeOL ---.... "- L._. -.-... -.. -~'-_-. -.' ~c-··--.-1-.. EXISTING TREE LEGEND :0 POIXiLAS FI~ (TO BE FlE1ANEDJ o MAPI..£ ITO ee q:TAINED) o CEDAR (TO eE ~lAINED) o DfII!:IPI..INE EXl$liN() ON-SoIl£ SIGNIFICANT 'flIIIEE (6' D8I-I MN') 10 BE p;£MOVE[)- IT?''1C.AJ.. ~TMeOI. A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA .. 5 6 4 7 3 12 13 ____ ---.J n TREE RETENTION WORKSHEET ~ \.~:/ -=oJ EXIS1~ 'tfIi!!!S 10 ee 1 T.xtln"mDercf"gei5a' ..... c·nGlrnlller'Qnpm:lttt"la \ _14c ___ He, 2 14 1QE1AINEO-IT'FICAL. OY1'eOl.. SCALE: 1" ~ 30' - - - ~ C~~ue!5~ell(cI'.mI1"Ql!ltfl'r~~nl"'n~ .. cuktoon Tre~s tlt!l~. r:Ie8:l. "~!lSg~ Of ~lt1g;rous' _1l_IIMS Trn$ln ~~~I~pu~loeWtel1 _l~_tn,~ TI9~s In or~pO~eclpr"'81& aeca~~ 9~MMaC':s _3_1100. TraesIA.rtk8ls-elll'endDUll";u _~_trees T~nlfilt>er«uCl_-= __ " __ lraes J SU~IICtIlnl:lIrtn1,..., __ l~J __ lreo!~ 4 1-;$>.,. to d&:11II"MIeltil nurl'OIIrd trlestne: my't t8 ............. mut:lpty I_J~i UJ",_~C R·U'··~."'R.e- 01"' .. _ ..... "..., ..... 005 .,.~ <> .. '""'~.I .. !I ![,w..:,&L "'"" --" ,,~ ; L!;! 111 numner,yj G ~rl5"~trH"II~!JI yqu er,pr09O~lng" to 'IUI"': '--"--"- 6 5utIf0ClIlnr!!I~IlI'I!I",rOfIr ... tollol"'cod " __ ~e;" " ..... ~~ .. --. _ ........ ,_ .. --........... , ----T ~lutipylllwllll'12"' r(\!"nun'NrDt"~fWJII.e""wtln~h" ". ". o ~. CONTOUR INTERVAL _ l' 1 r I II I L~ \ ~. ROADA _-----,UIIIlEO ~ ~)....-\ --~ - @ 15 16 TREE RETENTION NOTE: EXI$TING lIIIEE$ ,.,.V\OIJ&LY 6HOUN .49111£T.4INEO A~ T\.E DETENTIoON p::rct.V AlliE NO I..~ y~"O ,,"AIN CHJ! "0 .,.... I'i£GlJIIQED GRADMro FOR TT-IE i""Of'I:). tloE lotAL """""1It OF 1lIEE6 10' ee ...:r.4INEO eN nE ~CT 51TE 1& 3&. ~ TIoE TlItEE fIiETB'oIllOi ~ $I-IOIUtI ON me 91-1EET, 3' lJIiEES AR!E IQEQiJIIIiEO 10!5E &AVED, ~,NO I'tl!!I'"\....4CEI'1eNT TfIIEEI) AR!E I'O!!EGIJ~. " I 1 1 1 1 1 1 1 1 1 1"",20' ~::-,.::?. .. , I;:",,'E, ~ 00' I uj ~ij ~I f-. ~~ ~ I ,. --""--'"(~~ ~. PrOWltd:llO' of1l""' to m.tI:.~lonli pltIIIIng I'IIG\ilrtrn.m .. ..,~""" , __ ,_ 8 -----1JfA __ '"t~e~ 9. DI.,,;v "'1~ IInttlo<nurnbQl" cI npll!c«lttrttr_': ",," ." .. _ ...... -. ...." ... , ............. '...-' ; __ W' __ t.ftl .~,."".-', ... -.,-..... -~ .... ..., ....... "'.,. .... --.... --.. """ .............. _01' ... ,,, "_ .. 'n ............... ~ ... ~-.... ....... ~ __ ~'_n""""" .. "'"'''' .... __ ~""fIl'c, ., ..... ""_ .... :O"_""""'''~<n ...... .....,, , , ... ",,, • .,.,_ .............. _ ... _"' .... 10 ........ '_ ........ .,"",,... .... , ......... ~"" .... ,,.,.. .. ' .................... -... -...... ~-,,""""-"' .... -"'-..... cn_~"'.· .... ..,,,. __ ,."*"' .. _ .. ~""' ............... <;T ...... on .... .. ....... \C" ... ru&IQQ1n)L~_Oft_ ....... ~!tJ .... TREE PROTECTION MEASURES PER CITY OF RENTON TlIi!EE PROlEctlc..ll"EA&.lfEe FQIOt ALI.. -.lAIr«I-' T~,,", A. CGN!on;aJC11GN e10l1t<!GE ~ICIl£D, fl.IE Af'f'\..ICANT MAY NOT FILl.., EXCAVATE. STACI<. 0f1<! $TOF<E OR R..UlD$, OPERATE ANT EQUI~t. Ir-.I5T AL! IMF'ERYIC\16 8l.IIif'Ac2$, Of': CClMF"AC1 "fI.IE EART~ IN ANY lliAy Wl11-ffi".{ TI-IE A,;EA OPtNEO BY tl-/E DF<:IP I..IJ<.E OF ANT 'f1I;£! TO M 1QE1.6.INED J-.-C. FENC!D I"ItOl£C1ION AI'O!!EA REQUIRED, TIoIE Af'F'I...ICAN1 6HAL.L EMCT AND MAINTAIN Six FOOT (&') . I-I1cr.H CI-IAIN I..IM( TEI'"IFOF<:A~ CONSTJIalCTIt:lN. FENCING! ARCUoIO 1l-E DI'2IP" I..INES a Al..1.. F<:eTAINED TF<:EES, ~ Al...ONG"fi..E f'"ElIlI:lI'1ETER a A 6TANO OF RETAINED T!i£E&.I""L.ACAIl!DS &I-IA.L.1.. 6E PLACED ON FENCIK:::. EVERT" FIFT1' IIE!"t (~') NOIC4TIK:::. ne ~S. "NO "T"F<!ESPA&e.1NGo -~TEClEO 1F<:EES' OF<: ON EACI.f i&IDE OF fI.E II=I!NCNGo IF L.Ese T~AN F'1FT1' FEET (!>£I'). sIre ACCE&e. TO INDIYIDUA.L.L'" PROTECTED TREES / 01'<; GfIi'.OJI'DS CfI' ~ 51-1AL.1.. BE FENCeD.AND SIGNED. INDIVIDUAl.. T!i£ES $-IAI..I.. 19E FENCED ON FOUR (4) . &109. IN. .ADDITION. n.IE APPl..ICANT Si-lAl..I.. PROVIDE ~&ION Ul-4!NE~ EQUII"'HENT OR TRUCKe ~ Af;£ I'1OVNC'o NEAfil!: ~S. C.l"'IIIlOtECTION FROt1 GRADE ~S: IF THE ~R LEvEl.. AOJONINCro TO A TF<:eE TO BE RETAINED IS 10 eE !Ul&EO. THE APPL.ICANT t.I-IALl.. CON8lMJCT A DfItT .-x:x::K WAl..I.. 0IIi!: F<:OCK Il.EI..I.. ~D nE "tie!!. TI-II DIA/"'"ETElIf: OF TI-IIS IIlAI..L. OFO: u.eu.. HJ!oT eE RClJAL. TO TI-E l!=I£E'S D~P I..INE. O.I1'1FERYIOl.I6 SURFACES F'Ii!OI-Il~IlED UJi1"l41N T\.lI! DI't~ 1..1toE: TIoII!! Al"'R..ICANT HA,( NOT INSTALl.. ~ous 9UR=ACE MATEF<:IAI.. WItl-lfN tl-lE ANA PPINED BY 11-E DRIP::> I..INE OF ANY ~E TO ee: RETAINED. E. RESTRlC"TIOH& ON Cilflt4p1NG; Wln.lN 11-tE DRIP I..INES OF F<:ETAINED TlEE&. TI-Ie GR4DE I..EvEl.. A~ ANY "flIiIEE 10 eI! f'£TAIfoEO M4Y NOT eE 1..0liERED IL1TI-lIN lI-IE GfiiIE.4.lE~ OF TI-IE FOl..L.OJJINGo A~AS, (I) THE AREA DeFINEP BT ll-IE P~P I..INE. OF TI-IE TliiEE, OR (II) AN AfiI:E.4. ~ 11-lE Ti'<!:E EQUAl.. TO ONE AH:;l ctE.-~ FEET (I-Iron IN OIAf'ETEF<: FOR EACI-I ONE NCI-I (1") OF T!1i£E CA.L.IFt:~ A ~~~ TJO£E ~CTleN ICNE eAeED ON TJQEE 61ZE, SF'ECIEBo, 6011.., OR O"f.IE~ CONDf1iO'lS MAT BE REQUIF<:ED. (ORO. Mo'6. 12-'-24>12) F. 1'1JL.CI-I I...AT!~ fIlIECUIRED, ALL AREAs. ILI~IH THE fIlIEQUlflED FENCING Si-lAL.1.. BE COVERED COMPI...ErEl.. Y AND EVEN\.. Y lIJIn.l A MINIMLM OF l~E fNCI.E$ (3") a e.Afi<K HJLCI.I F'R1Qf;i! TO lN6"AU...A1ION OF ll-E PROTECTIVE 1"EtC1I'6. EXCEPliO* MAT eE .4PPI=i.G"YED IF TI-IE MJ!..Q.I WIl..l.. ADVEI'i$El. T ~CT ~CTED GIIiOI.N:) CO"v'E"R P"1..,o!NT$. (0I'tD. !!>6". i2-'.201!)12) G. 1'1ON11~ RECU~ ~ CCloI&TFUCTION, TIoIE AFPI..1c.1Nl Sl-iALI.. q:tAIN A PRQFESSIClNAI.. .A!'IBOI'tl&T OR Qn.IEfIi! GI.l4I...iflED ~to&IONAL. TO ~ ~S AND ~TS, FERTILIZE, AND WATER AS ~ATE FOR ANY fl;EE.$ AND ~ COV£fi ua-lICl-I ARE TO ~ FlETAINED. 1-1. ALTEIIiJoLATIVE ~cnQH, AL.~TIY! ~S MAY ee: USED IF DETEIiiMINED to F'P'lOVIDE EQUAl.. OR 6NSAlElit TIIi:EE ~ctlON. CHECKED fOR COMPLIANCE TO CITY STANDARDS R-376218 d~~ 101<114 J ~ CITY OF RYLEE'S PLACE RENTON TREE RETENTION PLAN Plonning/Buildin'l/Pu!>I'c Works APt. ( p.. <'-, S ~~_ ... \'". C,\>: 12. ..... .., ~ :2., g.. _ ... _-_ .. -_ .... _- RYLEE'S PLACE Technical Information Report October 2. 2013 Prepared for West Pac Development. LLC 7449 West Mercer Way Mercer Island. WA 98040 (206) 999-8874 Submitted by ESM Consulting Engineers. LLC 334008'" Avenue S. Suite 205 Federal Way. WA 98003 253.838.6113 tel 253.838.7104 fax www.esmcivil.com OCT172Ji3 C ! ', •.•••. " '····\N ~!! \.. .. (' .~:.,.~~ ....... j PLAt\rNI;-JC I )iVISION October 2, 2013 Approved By; City of Renton TECHNICAL INFORMATION REPORT FOR RYLEE'S PlACE Prepared for: WestPac Development, LLC 7449 West Mercer Way Mercer Island, WA 98040 Prepared by: ESM Consulting Engineers 33400 Sill Avenue S, Suite 205 Federal Way, WA 98003 Job No. 1670-003-013 Date TABLE OF CONTENTS 1. PROJECT OVERVIEW................................................................................................................................................................................. 1-1 2. CONDITIONS AND REQUIREMENTS SUMMARy.................................................................................................... 2-1 3. OFF-SITE ANALYSIS .................................................................................................................................................................................... 3-1 4. FLOW CONTROL & WATER QUALITY FACILITY ANALYSIS AND DESiGN ............................. 4-1 5. CONVEYANCE SYSTEM ANALYSIS AND DESIGN .............................................................................................. 5-1 6. SPECIAL REPORTS AND STUDIES ........................................................................................................................................... 6-1 7. OTHER PERMITS.............................................................................................................................................................................................. 7-1 8. CSWPPP ANALYSIS AND DESiGN............................................................................................................................................. 8-1 9. BOND QUANTITIES, FACIUTY SUMMARIES, AND DECLARATION OF COVENANT... 9-1 10. OPERATIONS AND MAINTENANCE MANUAL............................................................................................................ 1 0-1 UST OF FIGURES 1.1 Vicinity Map 1.2 Existing Site Conditions 1.3 Proposed Site Conditions 1.4 Soils Map 3.1 KCGIS Parcel Reports/Environmental Hazards 3.2 Drainage Complaint Map 3.3 Offsite Analysis Downstream Rowpath 4.1 Pond Tributary Area APPENDIX Appendix A: KCRTS Pond Sizing Output Appendix B: Geotech Report prepared by Earth Solutions NW Appendix C: Wetland Reconnaissance Report prepared by The Watershed Company 1, PROJECT OVERVIEW The proposed Rylee's Place Plat is a 17-lot plat located north of the intersection of 120lh Ave SE and SE 192m St. in the City of Renton, WA The plat incorporates four parcels numbered 619840-0241, 619840-0247, 619840-0260, and 619840-0280, all of which are zoned R-4. See Rgure 1.1 for the Vicinity Map. The existing site consists of 3 single-family dwellings and several detached structures with associated driveways. Two of the three houses will remain, one each on Proposed Lots 5 and 17. The existing site is relatively flat (mean slope of 7.7%, less than 10% max slopes on site) with a localized high point in approximately the middle of the property. The pervious portions of the north parcels are generally lawn, while the west half of the south parcel is forested. See Rgure 1.2 for the Existing Site Conditions. The proposed 4.95 acre project site consists of 17 residential lots and 1 storm drainage tract. As previously mentioned, lots 5 and 17 will contain existing buildings which will not be disturbed, while the remaining 15 lots will have new single-family dwelling units. The lots will be 8,000 sf minimum and will be served by a new street cul-de-sac from 120lh Ave SE, with a joint use driveway off of this cul-de-sac which will serve the northemmost 5 lots. See Rgure 1.3 for the Proposed Site Conditions. The stormwater detention and water quality treatment will be provided with a combined detention/water quality pond in the storm facility tract located in the northeast comer of the site. The combined detention/water quality pond will discharge south to a proposed stormwater conveyance system in 120lh Ave SE in the project and the project to the south's frontage and ultimately flow east and enter Big Soos Creek See Section 3 for the Level 1 Downstream Analysis. According to the Geotech Report by Earth Solutions NW, the soils on site are predominantly native weathered and unweathered glacial till deposits. See Rgure 1.4 for the Soils Map. Based on the City of Renton's Row Control Application Map, the project site is in the Row Control Duration Standard (Forested Conditions) area. The project will be subject to Full Drainage Review per the City of Renton 2009 Surface Water Design Manual Amendments and the 2009 King County Surface Water Design Manual (2009 KCSWDM). The City of Renton 2009 Surface Water Design Manual Amendment and the 2009 KCSWDM will collectively be referred to as the "2009 Surface Water DeSign Manual". The TIR Worksheet will be provided with the final TIR. I-I ~ OJ ~ :I: :!C rro Ul rro 5E 184TH 5E 186TH 5T ~ ~ 5E 188TH :I: :!C rro Ul rro SIT 5E 192ND 5T 5E 196TH ST NOT TO SCALE Figure 1.1 VIcinity Map 1-2 ~ t-> ~ :I: 5T :!C rro n Ul rro ST ~ t-> ~ :I: :!C rro Ul rro t-> ~ :I: :!C rro Ul rro Figure 1.2 Existing Site Conditions 1-3 J , i~ ?O ~i J~ ~ , i ~ ! 1 , ACCESS EASEIIIENT ~ RECORDING NO_ 7404250236 6198400065 DENISE K[LLY (~ w 'J oi'.S NOW ''<QZ O~< 0"" • < 21 22g"'i~' Z lL l.J.~ ~ GC5~ " ~~ __ "ig--- ...J(f)O [L(J1>lf) ~ 0 CL ./ TRACT B '"~ "w ~ ~ JESSIE G~EN HOME OWNERS ASSOCIATION A PORTION OF THE S,W, 1/4 OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 05 EAST W.M. I i JO' ~ &19840022 . CAW) U-jRISTMAN 6' 9840C24} llfNNIS G~05TER rfJU~o "x-BOAR(O F(~CE '--~ "-- >-),.;J' , , / \, 10", 6" ~;' 0' J 13" "-- \ " o -@-\, (~52'(St ~J :~~ '2~8"'~r ',1_ (~ r$r 0 ·'LL) 85 d' 0 '·' f-S . 1'J ~ @'B ,-, ., '-0 " ,-, " I"~ 2< o cf' 7"6" 00 0" ,-, ® 51984002;'2 DAVID CHRISTMAN 6j98400200 GORDON AND LOIS YORK , 0' o " q", H " " 61984002.1.':' ROt-. &: ANABELLA Nll>.,CLSON 6198400245 '<:)N & ANABELL .... "ICHO~'30N C, "'*;n r~,{)--! -, i , \ \ 'C.~-\ oc~) .-----L r..,'6" 20'."'-g" U 0 PARCEL D ~,0) --"C"!: ~. 6" C;~\JJ - ---6:-0' 00 $_:~~4-0 0 r ;1'1\"'" iii 6" _~J' 1S" ""'* o 10-o , 'cr 61984CQJOO DHILLON S:MRIT "0 ~ ----~ U' o GRASS ,,", "0' o . '" -~ • I l ,<: 4 i'"/C2;03,56 'CO " w ~~- W" >~ <:~ IE' 1-" 0' " "' ;"::1I~N~£L~'~O 60 LEGEND n NOT TO SCALE CONTOUR INTERVAL _ " ~ A"""Nl[NT TE~l I'll I Cx. .... nON:. ~ :'A~,T~'IY ~EWER I./A!";IIOLE • :'TORM ~RAI~ CATCI< BIIS~ @ STORM ()fjAlN \lA,~~OlE ~OOF ORALio; • vAS l,IE-ER GAS VA: VE , ELECWICAL I.IETER 'S f'eWER POLE /j!LICHT <> POVi[R POLE 0 TELEPHOtiE POc£ Q f',tiE KY[)RANT flO~[ flI8 ® \\.o..JER l,I~NHOL( • WM(R "[TER M WATeR VAl\~ 0 DECI~JCu5 ,. DOU(LilS ,II, i!) CCI\Lr£R IP CLUSI£R '1 HOLLY 0 ....... PL, .. SPIl\JCE SE" ~UB ~ l .... CK • SET p~ ~AIL --0----r(NCL BOARD FE~C[. CMAI"I_UNK ~. Tflff'CiONE, Sl'RID TELE?>JON(, OVlRHtAD WUE~ "<£VI510N:=' O(S~R,eHO'/O"i: -+l j--:--,+-- ~ I ~It .* ,~ 0- ~IJ Z 0 ZO W'M , (!l~~ , Zom r~ ;:~~ ~ ,~~ ;~~ (I)~~ ~ ~ ~ z~~ :2: " " ug;!: E 0 II 0 • ~'i • • '0 ".~ ,;:. u .~2 z i2 " z ~ ~ ~ ~ -' '" .J z 0 ~ >= Z is Z z ill 0 8 ::2: I-w c.. t::: 0 rJ)'" -' illlE ill > ...Jiii ill (9 X Cl w « N () « W w c.. '" I-::> " (f) G: ill ~I z ~ w rr ~ 0 5 "O~ ~o· 'EiI(.-UCI-G'1 U .... L ~AW. n,_o~ DES'Gt<ED BY' <C, J~A"~ By ,'~ DAre ~~-O~-2\.·'j I OAYC OF rRt~-: EN-03 0. FIgure 1.3 Proposed Site Conditions 1-4 I I I I I 1 1 I I ' r:t-+--+-+-I +- :2 ~ I-m « w 10 o w <!l z « a: I li: o z C'l (\J a. I 00 Z ~ I- M C'l z o 1= (,) w 00 LL o ~ ui W I l- LL o :t ~ ~ 00 W I l- LL o Z o 1= a: o a. « e. ~ ;.. .J W 0: .J > 0: a: 0 w (j) l- e 0 ~ I-a: I-:J 0 0 Z I- Z 0 [J "' S'-O."" c.,,,r.c: ~~ '~"J'O~~ ':> C·,,,,,-,f,, ". WO:)'I!"'!:)WS~'MMM ,,,. "~.(;,, •• ~ -",J(JlJ 1 .... 1"'" 1 "'" 1 £OOQ6'<1M'''EMI"''''P''~ Jq;;) W \iii' ~oz .. !ns'S ""'<1419 001>1>£ ., b I :)ll SI::!33NI£)N38Nl.llnSNO:) == N010NlH"M SNOlllGNOJ 311S G3S0dO!ld £' L 3~n~IJ NOW3. '0 IJJO NO..lS3l8'V3 ·~)"Tl '.lN3V11d0131\30 :)'v'd.lS3M -"c, ,,~, JJ ---"-----l ---'---'3'S '31\'0' Hl.OZ' '" '" N , , ( I \ " \ - ---- \ N Ol o n~n<l!"n~ """:>.,",, •• "~,,, rid";;' [1l'i:h/OI 'P'\l"ld 6"~~O-N3\<l'q,"'~\nO\ma\OL~' \S~or -~SJ\,bu.\9w"'\ \ '101 Figure 1.4 Solis Map 1-5 47" 26'U'N 4?-2S SoI'N • M :: a 561 510 , " - ~ N A Custom Soi l Resource Report Soi l Map 561 540 S6 1S70 561600 561630 MapScaIe : 1:1,290 If prinled Q(1 A landscape (11" x B.5") sheet ~----~====~~----------~==========~~ o ~ ~ ffi ~ O~--~~~===='~OO~--------~200~========~~~ Map proJeCtlon : \NebMercalor Comer coc:rdinates: WGS84 Edgetics: UTMZooe lONWGS84 561"" 8 56 1'" ~1 720 561750 561780 • ~ ~ s , ~ ~ S m ~ ~ ~ o ~ ~ 47" 2f;lU' N 'I'" 2S 54"N Custom Soil Resource Report Map Unit Legend King County Area, Washington (WA633) Map Un~ Symbol I MapUn~ Name Acres InAOI Percent of AOI AgS 1 Alderwood gravelly sandy loam, 6.7 o to 6 percent slopes -- --------- Totals for Area of Interest 6,7 -------._------- Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the SOils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils, Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components, They mayor may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps_ If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape, The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements_ The delineation of such segments on the map provides sufficient information for the development of resource plans_ If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. 10 100.0% 100.0% - 2. CONDITIONS AND REQUIREMENTS SUMMARY Review of the 8 Core Requirements and 6 Special Requirements This section describes how the project will meet the 2009 Surface Water Design Manual's Core and Special Requirements. Core Requirement No.1 Discharge at the Natural Location In the existing conditions, the site drains to the southwest and southeas~ however the flows converge about 800' downstream, at the intersection of SE 191 5 ' St and 120·h Ave SE. In the proposed condition, the combined detention/water quality pond will discharge south on 120th Ave SE, which is the natural discharge location for the project site. Core Requirement No.2 Off-site Analysis A Level 1 Downstream Analysis was performed by ESM on September 5, 2013. See Section 3 for the offsite analysis. Core Requirement NO.3 Flow Control Based on the City of Renton's Row Control Application Map, the project site is in the Row Control Duration Standard (Forested Conditions) area. See Section 4 for Row Control Analysis and Calculations. Core Requirement No.4 Conveyance System The stormwater drainage conveyance system will be sized to convey the 25 year design storm event and to contain the 100 year design storm event A detailed Conveyance System Analysis and Design will be provided with the final TIR. Core Requirement NO.5 Erosion and Sediment Control The proposed project will include clearing and grading for the 15 single-family units, associated roadways, and pond area. The 2 existing units will remain undisturbed; however some minimal grading may occur on their lots (5 and 17). Erosion and sediment controls will be provided to prevent, to the maximum extent possible, the transport of sediment from the project site to downstream drainage facilities, water resources, and adjacent properties. The Temporary Erosion and Sedimentation Control (TESC) Plans will be shown on the final construction plans and additional information will be provided with the final TIR. Core Requirement No.6 Maintenance and Operations The Operations and Maintenance Manual will be provided with the final TIR. Core Requirement No. 7 Financial Guarantees and Uabllity All drainage facilities constructed or modified for projects will comply with the financial guarantee requirements as provided in the City of Renton Bond Quantities Worksheet. The Bond Quantities Worksheet, Facility Summaries, and Declaration of Covenant will be provided with the final TIR. Core Requirement No.8 Water Quality According to King County iMap, the project site requires Basic Water Quality. The site does not meet the requirements for enhanced treatment in the 2009 Surface Water Design manual. Treatment for the pollution generating surfaces will be provided by a combined detentionlwater quality pond. See Section 4 for more information. 2-1 Special Requirement No.1 Other Adopted Area-Specific Requirements There are no master drainage plans, basin plans, salmon conservation plans, stormwater compliance plans, flood hazard reduction plan updates, or shared facility drainage plans for this project. Special Requirement No.1 does not apply. Special Requirement No.2 Flood Hazard Area Delineation There is no 1 DO-year flood plain associated with a large body of water (j.e. lake or stream) on the site or adjacent to the site. Special Requirement No.2 does not apply. Special Requirement No.3 Flood Protection Facilities The project lies outside any pre-defined flood plain. Special Requirement NO.3 does not apply. Special Requirement No.4 Source Control The project is a residential subdivision and is not subject to this requirement. Special Requirement No.4 does not apply. Special Requirement No.5 011 Control The project does not have a "high-use site characteristic" and is not a redevelopment of a high-use site. Special Requirement No.5 does not apply. Special Requirement No.6 Aquifer Protection Area According to the "Groundwater Protection Areas in the City of Renton" map, the project site is not in an Aquifer Protection Area. SpeCial Requirement NO.6 does not apply. 2·2 3. OFF-5ITE ANALYSIS Task 1: Study Area Definition and Maps Figure 1.2 shows the existing site conditions. Rgure 3.3 shows the extent of offsite analysis and the downstream flow path from the site. Task 2: Resource Review • Row Control Map According to the City of Renton Row Control Application Map, the site is in a Flow Control Duration Standard (Forested Conditions) area. • Soil Survey Map According to the Geotech Report prepared by Earth Solutions NW on September 10, 2013, the geologic map of the area indicates the site is underlain by glacial till (Qvt) deposits throughout the site. The native soils observed at the test pit locations are generally consistent with glacial till. • King Countv iMap According to the King County GIS Viewer (iMap), the project is NOT in any of the following areas: o Streams & 100 year floodplains o Erosion Hazard Areas o Seismic Hazard Areas o Landslide Hazard Areas o Coal Mine Hazard Areas o Wetlands • Citv of Renton 2009 Suriace Water Manual Amendments According to the Reference 11 in the City of Renton 2009 Suriace Water Design Manual Amendments, the project is NOT in any of the following areas: o Aquifer Protection Areas o Groundwater Protection Areas • Road Drainage Problems None noted • Wetlands Inventory There are no recorded wetlands on or near the site. See Appendix C for the Wetland Reconnaissance Report, prepared by The Watershed Company. • Migrating River Study None noted 3-1 Figure 3.1 KeGIS Parcel Report/Environmental Hazards 3-2 lG King County King County Districts and Development Conditions for parcel 6198400280 Parcel number Address Jurisdiction Zipcode 6198400280 19003120TH AVE SE Renton Drainage Basin 500s Creek 98058 Kroll Map page 605 Thomas Guide page 686 C Electoral Districts Congressional district Legislative district School district RNT 11·0456 -PLSS Latitude Longitude District 5, III!~.~.' (206) 296-1005 JjjJ 9 • ====-SW -33 -23-5 47.43194 -122.18376 Fire district Water district Sewer district Water & Sewer district does not apply does not apply does not apply 500s Creek Water & Sewer Oistrlct Parks & Recreation district does not apply Hospital district Seattle school board district does not apply (not in Seattle) Rural library district Public Hospital Distric:t No.1 Rural King County library System No District Court electoral district Southeast Coal mine hazards? Erosion hazards? Landslide hazards? Seismic hazards? NA, check with jurisdiction None urn Urban does not apply Soos Creek None mapped None mapped None mapped None mapped Tribal Lands? Forest Production district? Agricultural Production district? 1 OO-year flood plain? Wetlands at this parcel? This report was Contact ? does not apply 342 does not apply No No No None mapped None mapped None mapped AM '13 King County ----------------------------~ King County Districts and Development Conditions for parcel 6198400260 Parcel number Address Jurisdiction Zipcode Kroll Map page 6198400260 18851120TH AVE SE Renton 98058 605 Thomas Guide page 686 -Electoral. Districts Congressional district Legislative district School district RNT 11-0456 9 • Drainage Basin -PLSS Latitude longitude Seattle school board district does not apply (not in Seattle) District Court electoral district Southeast Soos Creek SW-33 -23-5 47.43274 -122.18322 Fire district Water district Sewer district Water & Sewer district does not apply does not apply does not apply l-i S005 Creek Water & Sewer District Parks & Recreation district does not apply Hospital district Rural library district Tribal lands? Public Hospital District No.1 Rural King County Library System No -, King County planning and designations Coal mine hazards? ErosIon hazards? Landslide hazards? Seismic hazards? NA, check with jurisdiction None um Urbao does not apply Soos Creek None mapped None mapped None mapped None mapped Forest Production district? Production district? 100-yearftood plain? Wetlands at this parcel? This does not apply 342 does not apply No No No None mapped None mapped None mapped AM Ii King County ---------------------------------------- King County Districts and Development Conditions for parcel 6198400241 Parcel number Address 6198400241 18842118TH AVE SE Renlon Drainage Basin 500s Creek Jurisdiction Zipcode 98058 Kroll Map page 605 Thomas Guide page 686 'C, Electoral Districts -PLSS Latitude longitude RNT 11.04,~516 ..... District 5, ~ (206) 296-1005 fiiJ =-SW-33 -23-5 47.43275 -122.18284 Fire district Water district Sewer district does not apply does not apply does not apply Congressional district 9 Water & Sewer district SODS Creek Water & Sewer Oislrict legislative district. Parks & Recreation district does not apply School district Hospital district Public Hospital District No.1 Seattle school board district does not apply (nolln Seattle) Rural library district Rural King County LIbrary System District Court electoral district Southeast Tribal Lands? No c' King County planning and _ designations Coal mine hazards? Erosion hazards? Landslide hazards? Seismic hazards? NA, check with jurisdiction None urn Urban does not apply SODS Creek None mapped None mapped None mapped None mapped ==~ Forest Production district? Agricultural Production district? 1 DO-year flood plain? Wetlands at this parcel? This report was Contact does nol apply 342 does nol apply No No No None mapped None mapped None mapped AM b King County King County Districts and Development Conditions for parcel 6198400247 Parcel number 6198400247 Address Not Available Jurisdiction Renton Zipcode 98058 Kroll Map page 605 Thomas Guide page 68. Drainage Basin SODS Creek -PLSS Latitude Longitude ===-SW·33-23-S 47.43315 ·122.18306 C-' Electoral Districts RNT 11·0456 District 5, !I!I!I!I-IIIIlII' (206) 296-1005 IJ:.:J 9 Fire district Water district Sewer district Water & Sewer district does not apply does not apply does not apply SOO$ Creek Water & Sewer District Congressional district legislative district School district -Parks & Recreation district does not apply Hospital district Seattle school board district does not apply (not in Seattle) Rural library district Public Hospital District No.1 Rural King County I.ibrary System No District Court electoral district Southeast Coal mine hazards? Erosion hazards? Landslide hazards? Seismic hazards? NA, chec~ witt! jurisdiction None om Urban does not apply Soos Creek None mapped None mapped None mapped None mapped Tribal Lands? Forest Production district? Agricultural Production district? 100-year flood plain? Wetlands at this parcel? This report was Contact ? does not apply 342 does not apply No No No None mapped None mapped None mapped AM Downstream Drainage Complaints There is one downstream drainage complaint within the last 10 years. The drainage complaint number is 2009-0408 and is on parcel #6199000180, street address 19133 121 ST PL SE. Following is a copy of the iMap info on the drainage complaint (note that Complaint 1 is closed, and over 10 years old): Rec com:~ain~--;~:~I~~--1;~pe 11;~Cd Date I ~::ee I. Address l'-'---'-~~-l--Comments , 1 1998-0926 DRA'NAGlC~-112;:ioi19911112911.999. i 19133 121 ST 6199000 18 APPARENi:OBSTRUCTKi~jl i E I 8 iPL SE 0 ROAD DRNG SYS 212009-0408 IDDM IRj41812009T ---1~~1~~ 121ST r;SI----__ ~ According to the "Complaint Type" excel sheet obtained from Will Peddy at King County Stormwater Services, DDM means "Drainage Miscellaneous". The type "R" refers to "Engineering Reviews". This does not pertain to flooding or any drainage system problem; therefore the project site would not impact any downstream drainage complaints. 3-3 Figure 3.2 Drainage Complaint Map 3-4 '" II) ~ .. J: ~ '" ~ ... + SE 15TH Pl.. SE. 19:JID PI.. til II S ~CI2DOB Kmg Count)' !lI 11 § IJ/ ~ ~ SE 1aaTt+PL PROJECT SITE i' ! IJ/ ~ z , ~B " SE 1915TST ii '.1! W .J ,':li ).i Sf. ,gmO sr Kent Figure 3.2 Drainage Complaint Map SE 18fITtf Sf Renton COMPLAINT 2009-0408 !lI' , II ~ I'! o IJ/ ~ ~ / i ~ , (, \, I / ( \, "L, ~ " ~ ~ 569ft / /-' ( i ./ / .' SiE 188TH Pl , ) \ , '\ Ii i / Legend I" I County Boundary /,~.' Streams X Mountain Peaks o Drainage Complaints • Drainage Studies • Neighborhood Drainage Projects • Regional Stormwater Facilities • Residential Storrnwater Facilities • Commercial Storrnwater Facilities Highways j'I Incorporated Area Streets Hig/Iwoy Art ...... loool Parcels " Urban Growth Area Une o Lakes and Large Rivers The information included on this map has been compiled by Kin9 County staff from a Yarie~ of ~urce~ a~d is subject to chang~ without not~. Ki!l9 County If!8kes no representatiOns or warranties, exp~ss or implied, as. to ~racy, co.mpleten~ss. time!iness, or ~ghts to the use of such informa~on. Th~ docum~t is r'a4?t intended for use as a survey product. King County shall not be liable for any general, special, Indirect. Incidental. or consequential damages Indulllng, but not limited to, lost revenues or lost proflts resulting from the use or misuse of the Information contained on thiS map. Any sale of this map or Information on thiS map IS I l-~ prohibited except by written permission of King County, D King County Date: 9/13/2013 Source: King County iMAP • Stormwater (http://W'NW,metrokc.gov/GISliMAP) Task 3: Field Inspection (Level 1 Inspection) A Level 1 Downstream Analysis was completed by ESM Consulting Engineers on September 5, 2013. During this inspection it was found that the project site is at about the high point of 120111 Ave SE, therefore no offsite frontage will be flowing into the project site. Additionally, all surrounding properties are at about the same elevation as the project site, therefore there are no anticipated upstream areas that will be flowing onto the project site. Task 4: Drainage Description and Problem Descriptions According to iMap, the entire project site is in the Soos Creek (King County WRIA #9) basin. Big Soos Creek is located to the east of the project site. There is a localized high point at about the center of the site, causing the existing site to flow to the southwest and southeast corners of the property. Frorn the southwest, these flows sheet flow south onto the parcel adjacent to the project, then enter the storm drainage systern in SE 191 sl street and flow to the east. The southeast discharge point flows into a large existing roadside ditch and flow to the south. At the intersection of 120'h Ave SE and SE 191 sl St, these offsite flows converge, which is about 800 feet downstrearn following the longest f1owpath. Once the flows converge, they continue south on 120111 Ave SE towards SE 192nd Street, where they enter a catch basin with a bird cage lid then flow east along SE 192nd Street, in a piped catch basin systern. The flows continue east on the north side of the road until just before 124'h Ave SE, where the pipe outfalls to a well defined, well vegetated channel. From here the flows sheetflow about 700 feet to the east and enter Big Soos Creek Task 5: Mitigation of Existing or Potential Problerns All runoff frorn the site will be collected in a piped storm system and directed to the proposed cornbined detention/water quality pond. Frorn there, runoff will be discharged at the Row Control Duration Standard (Forested Conditions) into the existing storm drainage systern in 120'h Ave SE. Note: There is a project on the south-adjacent property called "Bob Singh Plaf that is approved in initially in King County and in the City of Renton on 11/30/2012 and currently in construction. The project will have frontage irnprovernents that will rernove a portion of the existing ditch on the west side of 120111 Ave SE up to Rylee's Place's south property boundary and replace it with a catch basin and pipe system. Construction Plans were obtained from the City of Renton for this projec~ and the structure locations and rim and invert elevations will be taken from these plans, with conservatism added in for construction variances. These structure and pipe locations will need to be surveyed before construction of Rylee's Place comrnences. 3-5 Figure 3.3 Offsite Analysis Downstream Aowpath 3-6 ~ , III ~ ~ , I ... SITE SElMT"ST ~--. "~I " • ~ t'-' S£lMTMPl ® • Renton L® -, / • • • • i f A!<.......... ;@J ~ rID> SEt91ST~········ ..... i: -~ III ~ § , I +. f "" IC.2ODI King C_ty ,-. ,r~' • --,r-~-" -.. , $1: ~92:WlJo sr :@r -~ 1!:¥11 .. Rgure 3.3 Offsite Analysis Downstream Rowpath ",. r": -~ Kent, I , IJI ~ t; ;; ~ ~ ~ • • I • I . , , ,. I 1 Big Soos Creek \ , , .. i I Ii . ) { ,II If '. I • •• , ! " -. ,I, "I ,-, \, ~ .. I . ':1. ~ -II , Ci', I • " ~. ,,' '. ',I .,\ ! t.---.,' ,Il' ••••.•.••• ~ __ .. i." "I tiI ••• "'-· ,', ".-. .......... . .... '.... s . . ~~/ ... ">~' ..• ";;' .. ,,'" . " ,'I: . I _.... )1,"' '; i", 11\ , ',~ ,,,,,\:, .~ ~ I, 1- '487ft ,'" • o ,,--,-,-,= SiE lMT>! P<_ \. Picture 1. Looking south on 120'h Ave SE, about the middle of the north parcel of the project site. The stormwater flows in this existing ditch into a 12"0 concrete culvert which goes under the existing north driveway. Picture 2. Looking south on 120'h Ave SE, at the middle of the south parcel of the project site. The stormwater flows in this existing ditch into a 12"0 corrugated plastic pipe, which goes under the existing south driveway. Picture 3. Looking south on 120th Ave SE, at the southeast corner of the pro ject site . The storrnwa ter flows in this existing ditch along 120th Ave SE until meeting SE 191 st St Picture 4. Looking south on 120'h Ave SE, near the intersection of SE 191 51 Street. There is currently a plat being built here with a stormwater pond in construction. • "" Picture 5. Standing on SE 191 51 St , looking at the southwest boundary of the project site . There is a break in the chain link fence at the approximate low point of the south boundary of the project site . Row from this low point runs on to the plat currently in construction. Picture 6. Looking east on SE 191 51 St towards 120'h Ave SE. It appears that there is a proposed stornnwater system, which will direct flow to the stormwater pond currently in construction. Picture 7. Lo oking north on 120lh Ave SE. The ftow from the west is from the west side of the project site. Picture 8. Looking south on 120'" Ave SE , at the east edge of Jessie Glen . At this pOint , both discharge pOints from the project site converge . The emergency ove rfl ow spillway for the Jessie Glen pond discharges to the ditch. Type 2 CB with birdcage structure Picture 9. Looking south on 120th Ave SE , almost to the intersection with SE 19200 SI. The flow in the ditch is captured by a type 2 stormwater structure with a birdcage opening on top . Picture 10. Flow from the ditch enters the stormwater structure here , and ftows into a CB on the north side of SE 192 "d SI. The CB then ftows to the east on SE 192"d SI. Picture 11 . Row continues to the east on SE 192nd St to a CB structure with a solid lid . Row continues east on SE 192nd SI. Picture 12. Row continues east on SE 192nd St to this CB, and continues to the east. Picture 13. Row continues east on 5E 192nd 5t to this CB , and continues to the east. Picture 14. Row continues east on SE 192nd St to this CB , and continues to the east Picture 15. Row continues east on SE 192nd St to this CB , and continues to the east to another CB, then keeps flowing to the east. Picture 16. Row continues east on SE 192 00 St to this CB , and continues to the east. Picture 17. Row continues east on SE 192M St to th is CB , and continues to the east Picture 18. Looking north from SE 192nd St According to the previous downstream analysis completed for Jessie Glen, the flow from the stormwater system in SE 192nd St outfalls to this vegetated channel. However, the channel was overgrown and the outfall pipe could not be located. Picture 19 , The vegetated channel crosses this gravel driveway and enters Big Soos Creek. 4. FLOW CONTROL & WATER QUALITY FACILITY ANALYSIS AND DESIGN 4.1 Existing Site Hydrology The existing site consists of 3 single-family dwellings and several detached structures with associated driveways. Two of the three houses will remain. one each on Proposed Lots 5 and 17. The existing site is relatively flat (mean slope of 7.7%, less than 10% max slopes on site) with a localized high point in approximately the middle of the property. The pervious portions of the north parcels are generally lawn, while the west half of the south parcel is forested. According to the Geotech Report prepared by Earth Solutions NW, the soils on site are glacial till. See Rgure 1.4 for the Soils Map. This report shows that the site is generally underlain with Till soils, which are incapable of infiltration. Therefore Till soils are used in the KCRTS model, with the predeveloped area being modeled as Till Forest. There is a localized high point at about the center of the site, causing the existing site to flow to the southwest and southeast comers of the property. These flows, however, converge about 800' downstream of the project site. The predeveloped basin for the project site also includes the frontage improvements. This area will be improved, and additionally a new sidewalk and curb and gutter will be added. TABLE 41 Pre-Develo ped Tributary Area SUBBASIN TOTAL AREA TILL FOREST (Ac) (Ac) Rylee's Place 4.95 4.95 120m Ave SE Frontage 0.20 0.20 TOTAL 5.15 5.15 4.2 Developed Site Hydrology The project will create 17 single family lots with associated roadway, sidewalk, driveways, roof areas, landscaped yards, and a combined detention/water quality pond. Lots 5 and 17 will contain existing buildings which will not be disturbed, while the remaining 15 lots will have new single-family dwelling units. The frontage improvement area, along with a portion of the proposed roadway, will be unable to be captured by the pond and will be treated as bypass area. Building rooftops and impervious areas (driveway, porch, patios) were estimated as the maximum impervious area allowed by the City of Renton Zoning Code 4-2-11 OA for R-4 zoned lots, which is 55%. The combined detention/water quality pond is located in the north eastern corner of the site. In order to achieve the pond depth, the existing storm drainage system in 120'h Ave SE will be replaced for approximately 300' south of the south project boundary and adjust the 12"0 inlet into the existing type 2 structure in front of the Jessie Glen project. The combined detention/water quality pond will discharge to this new system to the south, which is the site's natural discharge location. 4-1 TABLE 4.2 Developed Pond Detained Area SUBBASIN TOTAL IMPERV. AREA AREA (Ac) (Ac) Rylee's Place 4.82 2.54 TOTAL 4.82 2.54 TABLE 43 Bypass Area SUBBASIN TOTAL IMPERV. AREA AREA(Ac) (Ac) Onsite road + Frontage 0.33 0.24 Area TOTAL 0.33 0.24 TILL GRASS (Ac) 2.28 2.28 TILL GRASS (Ac) 0.09 0.09 See Figure 4.1 for a visual representation of the Developed Tributary Area. 4.3 Performance Standards Performance Standards for flow control design use the KCRTS Methodology with hourly time steps as described in Section 4.4 below. Runoff files for the existing, proposed, and bypass conditions were created using the historic KCRTS time series data sets for the SeaTac Rainfall Region with a Correction Factor of 1.0. The site requires basic water quality treatment. Water quality will be satisfied with a wetpond, which will be located in the combined detention/water quality pond. 4·2 4.4 Flow Control System The pond was sized per the requirements in the 2009 Surface Water Design Manual. Per the City of Renton's Flow Control Application Map, the project site is in the Flow Control Duration Standard (Forested Conditions) area. This standard requires the site to match the durations of high fiows at their predevelopment levels for all flows from one-half of the 2 year peak flow up to the 50 year peak fiow. KCRTS v6.0 was used to design the proposed pond. Procedures and design criteria specified in the 2009 Surface Water Design Manual were followed for the hydrologic and hydraulic modeling. The KCRTS pond sizing output is included in Appendix A The KCRTS output models the required detention volume as 59,BOB cubic feet of storage, with B.6 feet of detention. The proposed pond provides 67,470 cubic feet of storage, which results in a construction factor of 13%. 4·3 Figure 4.1 Pond Tributary Area 4-4 -~ I I A PORTION OF THE S.W. 1/4 OF THE S.W. 1/4 OF SECTION 33. TOWNSHIP 23 NORTH, RANGE 05 EAST W.M. POND TRIBUTARY AREA ui Wlf W~ >$ <C, Io 1-" O~ ~ r--BYPASS AREA I I I ,--------- ~-~-- n SCALE: 1" = 40' ,-_ --] 40' 200' 0 40' 900· CONTOUR INTERVAL"" 2' ~ j I () .J .J ~ z UJ ~ a. o ...J UJ > UJ o () <l; a. f- (/) UJ ;: ; J , , 1.8. 0:2 ]] I E H 0 ~; u lI'~ " 30: '0 E • • • • n • g'::: Wo -d 00 z § z " ~ Ze O~ I-W (/)~ Wa'i ...JO (9~ «d W~ ! ~ o EN-01 ,~EO, 4.5 Water Quality Facility The proposed water quality pond for Rylee's Place will use the 2009 Surface Water Design Manual guidance for Basic Menu wetpond(s) that would be sized to a VrJVR ratio of 3.0, which will treat approximately 95 percent of all runoff. A VrJVR = 3 is calculated by dividing the wetpond volume (Vsl by the volume of runoff (VA! from the mean annual storm. The sizing of wetponds is accomplished by determining the acreage of pervious and impervious land. Runoff volumes from pervious and impervious areas were determined by multiplying the acreage of each category by the mean annual storm (0.47 inches). Runoff factors of 0.25 for till grass areas, 0.10 for till forest areas and 0.90 for impervious areas were utilized, The sum of these values is the total runoff volume (VR). The required basin volume or the volume of the wetpond is determined by multiplying the VR by 3.0. Volume runoff from till grass = 2.28 Ac (Table 4.2) x 0.47 in. x 0.25/12 = 0.0223 Ac-ft, Volume runoff from impervious = 2.54 Ac (Table 4.2) x 0.47 in x 0.90/12 = 0,0895 Ac·ft. Total runoff volume VR = 0.1118 Ac· ft. Total basin volume VB = 0.1118 x 3 = 0.3354 Ac -ft. = 14610 cf Wetpond Volume provided = 15,370 cf 4·5 5. CONVEYANCE SYSTEM ANALYSIS AND DESIGN The stormwater drainage conveyance system will be sized to convey the 25 year design storm event and to contain the 100 year design storm event. A detailed Conveyance System Analysis and Design will be provided with the final drainage report. 5-1 6. SPECIAL REPORTS AND STUDIES Following are the reports and studies referenced for the proposed development: • Geotechnical Engineering Report, by Earth Solutions NW, LLC, dated September 1 0, 2013. (Appendix B) • Wetland Reconnaissance Report, by The Watershed Company, dated September 30, 2013 (Appendix C) 6-1 7. OTHER PERMITS The National Pollutant Discharge Elimination System (NPDES) penmit will be prepared with the final construction plans. This project also requires the fOllowing penmits: Building Permits Clearing & Grading Permits 7-\ 8. CSWPPP ANALYSIS AND DESIGN cswppp analysis and design will be provided with final engineering. 8-\ 9. BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT The Bond Quantities, Facility Summaries, and Declaration of Covenant will be provided with the final drainage report 9-1 10. OPERATIONS AND MAINTENANCE MANUAL The Operations and Maintenance Manual will be provided with the final drainage report. IO-J APPENDIX A KCRTS Pond Sizing Output Eagleston KeRTS Output Pre-Developed Land Use Condition 5.15 0.00 0.000000 Till Forest 0.00 0.00 0.000000 Till Pasture 0.00 0.00 0.000000 Till Grass 0.00 0.00 0.000000 Outwash Forest 0.00 0.00 0.00.0000 Outwash Pasture 0.00 0.00 0.000000 Outwash Grass 0.00 0.00 0.000000 Wetland 0.00 0.00 0.000000 Impervious predev. tsf ST 1.000000 Flow Frequency Analysis LogPearson III Coefficients Time Series File:predev.tsf Mean= -0.905 StdDev= 0.233 Proj ect Location:Sea-Tac Skew= -0.144 ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak --Peaks Rank Return Prob (CFS) (CFS) Period 0.153 16 2116/49 22: 00 0.346 1 89.50 0.989 0.298 5 3/03/50 16:00 0.327 2 32.13 0.969 0.327 2 2/09/51 18:00 0.310 3 19.58 0.949 0.103 32 1/3 0/52 9:00 0.303 4 14.08 0.929 0.079 42 1118/53 19:00 0.298 5 10.99 0.909 0.115 28 1/06/54 5:00 0.252 6 9.01 0.B89 0.203 9 2/07/55 21: 00 0.243 7 7.64 0.869 0.173 13 12120/55 17:00 0.219 8 6.63 0.849 0.135 21 12/09/56 15:00 0.203 9 5.86 0.829 0.143 20 1/'6/58 20:00 0.203 10 5.24 0.809 0.118 24 1124/59 2:00 0.201 11 4.75 0.789 0.219 8 11/20/59 21:00 0.175 12 4.34 0.769 0.119 23 2/24/61 15:00 0.173 13 3.99 0.749 0.071 44 1103/62 2:00 0.169 14 3.70 0.729 0.094 36 11/25/62 14:00 0.158 15 3.44 0.709 0.117 25 1/01/64 18:00 0.153 16 3.22 0.690 0.083 40 11/30/64 12:00 0.151 17 3.03 0.670 0.090 38 1/06/66 3:00 0.151 18 2.85 0.650 0.201 11 1/19/67 14:00 0.147 19 2.70 0.630 0.119 22 2/03/68 23:00 0.143 20 2.56 0.610 0.116 27 12/03/68 17: 00 0.135 21 2.44 0.590 0.099 34 1/13/70 23:00 0.119 22 2.32 0.570 0.080 41 12/06/70 8:00 0.119 23 2.22 0.550 0.243 7 2/28/72 3:00 0.118 24 2.13 0.530 0.108 29 1/13/73 5:00 0.117 25 2.04 0.510 0.117 26 1/15/74 2:00 0.117 26 1. 96 0.490 0.175 12 12/26/74 23:00 0.116 27 1. 89 0.470 0.108 3D 12/03/75 17:00 0.115 28 1. 82 0.450 0.012 SO 3/24/77 20:00 0.108 29 1. 75 0.430 0.093 37 12110/77 17:00 0.108 30 1. 70 0.410 0.056 46 2112/79 8:00 0.105 31 1. 64 0.390 0.151 18 12/15/79 8:00 0.103 32 1. 59 0.370 0.083 39 12/26/80 4:00 0.101 33 1. 54 0.350 0.151 17 10/06/81 15:00 0.099 34 1. 4 9 0.330 0.147 19 1/05/83 8:00 0.098 35 1. 45 0.310 0.098 35 1/24/84 11: 00 0.094 36 1. 41 0.291 0.047 48 2111/85 6:00 0.093 37 1. 37 0.271 0.252 6 1/18/86 21: 00 0.090 38 1. 33 0.251 0.203 10 11/24/86 4:00 0.083 39 1. 30 0.231 0.077 43 1/14/88 13:00 0.083 40 1. 27 0.211 0.049 47 4/05/89 16: 00 0.080 41 1. 24 0.191 0.346 1 1/09/90 9:00 0.079 42 1.21 0.171 0.303 4 4/05/91 2:00 0.077 43 1.18 0.151 0.101 33 1/27/92 17: 00 O. 071 44 1.15 0.131 0.105 31 3123/93 0:00 0.059 45 1. 12 0.111 0.029 49 3/03/94 4:00 0.056 46 1. 10 0.091 0.158 15 2119 I 95 20:00 0.049 47 1. 08 0.071 0.310 3 2/09/96 1:00 0.047 48 1. 05 0.051 0.169 14 1/02/97 9:00 0.029 49 1. 03 0.031 0.059 45 1107/98 11: 00 0.012 50 1. 01 0.011 Computed Peaks 0.410 100.00 0.990 Computed Peaks 0.360 50.00 0.980 Computed Peaks 0.310 25.00 0.960 Computed Peaks 0.245 10.00 0.900 Computed Peaks 0.232 8.00 0.875 Computed Peaks 0.196 5.00 0.800 Computed Peaks 0.126 2.00 0.500 Computed Peaks 0.083 1. 30 0.231 Developed Land Use Condition 0.00 0.00 0.000000 Till Forest 0.00 0.00 0.000000 Till Pasture 2.28 0.00 0.000000 Tlll Grass 0.00 0.00 0.000000 Outwash Forest 0.00 0.00 0.000000 Outwash Pasture 0.00 0.00 0.000000 Outwash Grass 0.00 0.00 0.000000 Wetland 2.54 0.00 0.000000 Impervious dev.tsf 5T 1. 000000 Flow Frequency Analysis Log Pearson III Coefficients Time Series File: dev. tsf Mean= -0.103 StdDev= 0.116 Project Location:Sea-Tac Skew= 0.397 ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak - -Peaks Rank Return Prob (CFS) (CFS) Period 0.818 21 2/16/49 21:00 1. 50 1 89.50 0.989 1. 43 2 3/03/50 16: 00 1. 43 2 32.13 0.969 0.853 19 2109/51 2:00 1. 36 3 19.58 0.949 0.628 40 10/15/51 13:00 1. 30 4 14.08 0.929 0.614 43 3/24/53 15:00 1.12 5 10.99 0.909 0.757 25 12/19/53 19:00 1. 10 6 9.01 0.889 0.774 23 11/25/54 2:00 1. 06 7 7.64 0.869 0.756 26 11/18/55 15:00 1. 04 8 6.63 0.849 0.916 14 12/09/56 l4: 00 0.987 9 5.86 0.829 0.793 22 12/25/57 16:00 0.963 10 5.24 0.809 0.585 47 11118/58 13:00 0.962 11 4.75 0.789 0.771 24 11/20/59 5: 00 0.935 12 4.34 0.769 0.681 36 2/14/61 21:00 0.926 13 3.99 0.749 0.660 39 11/22/61 2:00 0.916 14 3.70 0.729 0.682 35 12/15/62 2:00 0.902 15 3.44 0.709 0.755 27 12/31/63 23:00 0.900 16 3.22 0.690 0.673 37 12/21/64 4:00 0.897 17 3.03 0.670 0.683 34 1/05166 16:00 0.874 18 2.85 0.650 1. 04 8 11/13/66 19:00 0.853 19 2.70 0.630 1.12 5 8/24/68 16:00 0.835 20 2.56 0.610 0.625 42 12/03/68 16:00 0.818 21 2.44 0.590 0.690 33 1/13/70 22:00 0.793 22 2.32 0.570 0.663 38 12/06/70 8:00 0.774 23 2.22 0.550 1.06 7 2/27/72 7:00 0.771 24 2.13 0.530 0.603 46 1113/73 2:CO 0.757 25 2.04 0.510 0.742 28 11/28/73 9::0 0.756 26 1. 96 0.490 0.987 9 12/26/74 23:00 0.755 27 1. 89 0.470 0.620 41 12/02/75 20:00 0.742 28 1. 82 0.450 0.700 31 8/26/77 2:00 0.733 29 1. 75 0.430 0.963 10 9/22/78 19:00 0.712 30 1. 70 O. 410 0.835 20 9/08/79 15:00 0.700 31 1. 64 0.390 0.897 17 12114/79 21:00 0.700 32 1.59 0.370 0.926 13 11/21/80 11 : 00 0.690 33 1. 54 0.350 1. 30 4 10/06/81 0:00 0.683 34 1. 49 0.330 0.900 16 10/28/82 16:00 0.682 35 1. 45 0.310 0.733 29 1/03/84 1:00 0.681 36 1. 41 0.291 0.612 44 6/06/85 22: 00 0.673 37 1. 37 0.271 0.902 15 1/18/86 16:00 0.663 38 1. 33 0.251 1. 10 6 10/26/86 0:00 0.660 39 1. 30 0.231 0.473 49 1/14/88 0:00 0.628 40 1.27 0.211 0.608 45 8/21/89 17:00 0.625 41 1. 24 0.191 1. 50 1 1/09/90 6:00 0.625 42 1. 21 0.171 1. 36 3 11/24/90 8:00 0.614 43 1. 18 0.151 0.712 30 1/27/92 15:00 0.612 44 1. 15 0.131 0.443 50 12/10/92 6:00 0.608 45 1. 12 0.111 0.520 48 11130/93 22:00 0.603 46 1. 10 0.091 0.700 32 11130/94 4: 00 0.585 47 1. 08 0.071 0.962 11 2/08/96 10:00 0.520 48 1. 05 0.051 0.874 18 1/02/97 6:00 0.473 49 1. 03 0.031 0.935 12 10/04/97 15:00 0.443 50 1. 01 0.011 Computed Peaks 1. 58 100.00 0.990 computed Peaks 1. 44 50.00 0.980 Computed Peaks 1. 30 25.00 0.960 Computed Peaks 1.12 10.00 0.900 Computed Peaks 1. 08 8.00 0.875 Computed Peaks 0.981 5.00 0.800 Computed Peaks 0.776 2.00 0.500 Computed Peaks 0.642 1. 30 0.231 15 Minute Flow Frequency Analysis Flow Frequency· Analysis LogPearson III Coefficients Time Series File:dev15.tsf Mean= 0.173 StdDev= 0.167 Project Location:Sea-Tac Skew= 1.399 ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak --Peaks Rank Return Prob (CF51 (CF51 Period 2.10 9 2/16/49 17:45 6.07 1 89.50 0.989 2.84 5 3/03/50 15:00 3.61 2 32.13 0.969 1. 19 35 8/27/51 18:00 3.19 3 19.58 0.949 1.42 27 10/17/51 7: 15 2.93 4 14.08 0.929 1. 02 44 9/30/53 3:00 2.84 5 10.99 0.909 1. 18 37 12119/53 17:30 2.35 6 9.01 0.889 0.975 46 7/30/55 21:15 2.17 7 7.64 0.869 1. 4 6 20 10/04/55 10:00 2.14 8 6.63 0.849 1. 44 23 12/09/56 12: 4 5 2.10 9 5.86 0.829 1. 33 32 1116/58 10:00 1. 75 10 5.24 0.809 1. 67 14 10118/58 19:45 1. 72 11 4.75 0.789 1.70 13 10/10/59 22: 00 1. 71 12 4. 34 0.769 1. 44 26 2114/61 20:15 1. 70 13 3.99 0.749 1.17 38 8/04/62 13: 15 1. 67 14 3.70 0.729 1. 16 39 12/01/62 20:15 1. 58 15 3.44 0.709 0.899 49 6/05/64 15:00 1. 56 16 3.22 0.690 1. 36 30 4/20/65 19:30 1. 56 17 3.03 0.670 0.901 48 1/05/66 15:00 1. 52 18 2.85 0.650 1. 56 16 11/13/66 17:45 1. 52 19 2.70 0.630 3.19 3 8/24/68 15:00 1. 46 20 2.56 0.610 1. 39 29 10/20/68 12:00 1. 46 21 2.44 0.590 0.829 50 1/13/70 20: 45 1. 45 22 2.32 0.570 1. 01 45 12/06/70 7:00 1. 44 23 2.22 0.550 2.17 7 12/08/71 17: 15 1. 44 24 2.13 0.530 1.18 36 4/18/73 9:30 1. 44 25 2.04 0.510 1. 45 22 11/28/73 8:00 1. 44 26 1. 96 0.490 1. 52 19 8/17/75 23:00 1. 42 27 1. 89 0.470 1. 06 42 10129/75 7:00 1. 39 28 1. 82 0.450 0.952 47 8/23/77 14:30 1. 39 29 1. 75 0.430 1. 71 12 9/17/78 1:00 1. 36 30 1. 70 0.410 2.35 6 9/08/79 13: 45 1. 34 31 1. 64 0.390 1.72 lJ 12/14/79 20:00 1. 33 32 1. 59 0.370 1. 58 15 9121181 8:00 1. 30 33 1. 54 0.350 3.61 2 10/05/81 22:15 1. 23 34 1. 49 0.330 1. 44 24 10/28/82 16:00 1. 19 35 1. 45 0.310 1.11 40 1/02/84 23:45 1. 18 36 1. 41 0.291 1. 02 43 6/06/85 21 : 1 5 1. 18 37 1. 37 0.271 1. 52 18 10/27/85 10:45 1. 17 38 1. 33 0.251 1. 75 10 10125/86 22:45 1. 16 39 1. 30 0.231 1. 39 28 5/13/88 17: 30 1.11 40 1.27 0.211 1. 30 33 8/21/89 16: 00 1. lO 41 1. 24 0.191 2.14 8 1/09/90 5:30 1. 06 42 1.21 0.171 1. 44 25 4/03/91 20:15 1. 02 43 1.18 0.151 1. 10 41 1/27/92 15:00 1. 02 44 1. 15 0.131 1. 34 31 6/09/93 12:15 1. 01 45 1. 12 0.111 1. 23 34 11/17/93 16:45 0.975 46 1.10 0.091 1. 46 21 6/05/95 17: 00 0.952 47 1. 08 0.071 1. 56 17 5/19/96 11: 30 0.901 48 1. 05 0.051 6.07 1 12/29/96 11:45 0.899 49 1. 03 0.031 2.93 4 10/04/97 14: 15 0.829 50 1. 01 0.011 Computed Peaks 5.25 100.00 0.990 Computed Peaks 4.23 50.00 0.980 Computed Peaks 3.38 25.00 0.960 Computed Peaks 2.49 10.00 0.900 Computed Peaks 2.35 8.00 0.875 Computed Peaks 1. 96 5.00 0.800 Computed Peaks 1. 37 2.00 0.500 Computed Peaks 1.11 1. 30 0.231 Bypass Land Use Condition 0.00 0.00 0.000000 Till Forest 0.00 0.00 0.000000 Till Pasture 0.09 0.00 0.000000 Till Grass 0.00 0.00 0.000000 Outwash Forest 0.00 0.00 0.000000 Outwash Pasture 0.00 0.00 0.000000 Outwash Grass 0.00 0.00 0.000000 Wetland 0.24 0.00 0.000000 Impervious dev.tsf ST 1.000000 Flow Frequency Analysis LogPearson III Coefficients Time Series File:bypass.tsf Mean= -1.174 StdDev= 0.104 Project Location:Sea-Tac Skew= 0.473 ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak --Peaks Rank Return Prob (CFS) (CFS) Period 0.068 21 2/16/49 21: 00 0.116 1 89.50 0.989 0.108 3 3/03/50 16:00 0.108 2 32.13 0.969 0.068 20 2/09/51 2:00 0.108 3 19.58 0.949 0.056 40 10115/5J 13:00 0.1 07 4 . 14. DB 0.929 0.053 43 3/24/53 15:00 0.097 S 10.99 0.909 0,064 27 ~2119/53 19:00 0.096 6 9.01 0.889 0.067 23 11/25/54 2:00 0.088 7 7.64 0.869 0.065 24 11118/55 15:00 0.C86 8 6.63 0.849 0.075 16 12/09/56 14:00 0.084 9 5.86 0.829 0.067 22 12/25/57 16:00 0.080 10 5.24 0.809 0.050 47 11/18/58 13: 00 0.079 11 4.75 0.789 0.064 25 11/20/59 5:00 0.079 12 4.34 0.769 0.057 37 2114/61 21: 00 0.078 13 3.99 0.749 0.057 38 11/22/61 2:00 0.077 14 3.70 0.729 0.057 39 12115/62 2:00 0.076 15 3.44 0.709 0.064 26 12/31/63 23:00 0.075 16 3.22 0.690 0.058 34 12/21/64 4:00 0.074 17 3.03 0.670 0.058 35 1/05166 16: 00 0.072 18 2.85 0.650 0.088 7 11113/66 19:00 0.071 19 2.70 0.630 0.096 6 8/24/68 16:00 0.068 20 2.56 0.610 0.052 44 12/03/68 16:00 0.068 21 2.44 0.590 0.058 33 1113170 22:00 0.067 22 2.32 0.570 0.055 41 12105/70 9:00 0.067 23 2.22 0.550 0.084 9 2/27172 7:00 0.065 24 2.13 0.530 0.052 46 1113/73 2:00 0.064 25 2.04 0.510 0.061 30 11128/73 9:00 0.064 26 1.96 0.490 0.080 10 12126/74 23:00 0.064 27 1. 89 0.470 0.052 45 12/02175 20:00 0.063 28 1. 82 0.450 0.063 28 8/26177 2:00 0.061 29 1. 75 0.430 0.086 8 9117/78 2:00 0.061 30 1. 70 0.410 0.077 14 9/08179 15:00 0.061 31 1. 64 0.390 0.074 17 12/14/79 21:00 0.060 32 1. 59 0.370 0.079 11 11121180 11: 00 0.058 33 1. 54 0.350 0.108 2 10/06/81 0:00 0.058 34 1. 49 0.330 0.079 12 10/28/82 16:00 0.058 35 1. 45 0.310 0.061 29 1/03184 1:00 0.058 36 1. 41 0.291 0.054 42 6/06/85 22:00 0.057 37 1. 37 0.271 0.072 18 1118/86 16: 00 0.057 38 1. 33 0.251 0.097 5 10126/86 0:00 0.057 39 1. 30 0.231 0.044 49 1111 1/87 0:00 0.056 40 1.27 0.211 0.058 36 8/21/89 17: 00 0.055 41 1. 24 0.191 0.116 1 1/09/90 6:00 0.054 42 1.21 0.171 0.107 4 11/24/90 8:00 0.053 43 1. 18 0.151 0.060 32 1127/92 15:00 0.052 44 1.15 0.131 0.041 50 11/01/92 16:00 0.052 45 1.12 0.111 0.047 48 11/30/93 22:00 0.052 46 1.10 0.091 0.061 31 11130/94 4:00 0.050 47 1. 08 0.071 0.076 15 2/08/96 10:00 0.047 48 1. 05 0.051 0.071 19 1/02/97 6: 00 0.044 49 1. 03 0.031 0.078 13 10/04/97 15:00 0.041 50 1. 01 0.011 Computed Peaks 0.127 100.00 0.990 Computed Peaks 0.116 50.00 0.980 Computed Peaks 0.105 25.00 0.960 Computed Peaks 0.092 10.00 0.900 Computed Peaks 0.089 8.00 0.875 Computed Peaks 0.081 5.00 0.800 Computed Peaks 0.066 2.00 0.500 Computed Peaks 0.056 1. 30 0.231 Detention Pond Facility Retention/Detention Facility Type of Facility: Detention Pond Side Slope: 2.00 H: 1V Pond Bottom Length: 107.00 ft Pond Bottom Width: 38.00 ft Pond Bottom Area: 4066. sq. ft Top Area at 1 ft. FB: 11109. sq. ft 0.255 acres Effective Storage Depth: 8.60 ft Stage 0 Elevation: 0.00 ft Storage Volume: 59808. cu. ft 1.373 ac-ft Riser Head: 8.60 ft Riser Diameter: 18.00 inches Number of orifices: 3 Full Head Pipe Orifice # Height 1ft) Diameter (in) 0.88 2.31 1. 38 Discharge ICFS) 0.061 0.197 0.046 Diameter lin) 1 0.00 2 6.75 3 7.78 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage 1ft) 1ft) (cu. ft) (ac-it) 0.00 0.00 O. 0.000 0.01 0.01 41. 0.001 0.02 0.02 81. 0.002 0.03 0.03 122. 0.003 0.04 0.04 163. 0.004 0.05 0.05 204. 0.005 0.06 0.06 245. 0.006 0.07 0.07 286. 0.007 0.24 0.24 993. 0.023 0.41 0.41 1716. 0.039 0.58 0.58 2457. 0.056 0.75 0.75 3215. 0.074 0.92 0.92 3990. 0.092 1. 08 1. 08 4736. 0.109 1. 25 1. 25 5546. 0.127 1. 42 1. 42 6374. 0.146 1. 59 1. 59 7220. 0.166 1. 76 1. 76 8084. 0.186 1. 93 1. 93 8966. 0.206 2.10 2.10 9867. 0.227 2.27 2.27 10787. 0.248 2.43 2.43 11669. 0.268 2.60 2.60 12626. 0.290 2.77 2.77 13601. 0.312 2.94 2.94 14596. 0.335 3.11 3.11 15611. 0.358 3.28 3.28 16645. 0.382 3.45 3.45 17698. 0.406 3.61 3.61 18708. 0.429 3.78 3.78 19801. 0.455 3.95 3.95 20914. 0.480 4.12 4.12 22047. 0.506 6.0 4.0 Discharge (cis) 0.000 0.002 0.003 0.003 0.004 0.005 0.005 0.006 0.010 0.013 0.016 0.018 0.020 0.022 0.023 0.025 0.026 0.028 0.029 0.030 0.031 0.032 0.034 0.035 0.036 0.037 0.038 0.039 0.039 0.040 0.041 0.042 Percolation (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Surf Area Isq. ft) 4066. 4072 . 4078. 4083. 4089. 4095. 4101. 4107. 4206. 4306. 4408. 4510. 4613. 4711 . 4816. 4922. 5029. 5136. 5245. 5355. 5465. 5570. 5682. 5795. 5909. 6025. 6141. 6257. 6368. 6487. 6607. 6727. ~.29 4.46 4.63 4.79 4.96 5.:3 5.30 5.47 5.64 5.81 5.97 6. 14 6.31 6.48 6.65 6.75 6.77 6.80 6.82 6.85 6.87 6.89 6.92 6.94 6.97 7.14 7.30 7.47 7.6~ 7.78 7.79 7.81 7.82 7.84 7.85 7.87 7.88 7.89 7.91 8.08 8.25 8.~1 8.58 8.60 8.70 8.80 8.90 9.00 9.10 9.20 9.30 9.40 9.50 9.60 9.70 9.80 9.90 10.00 10.10 10.20 10.30 10.40 4.29 4.46 4.63 4.79 4.96 5.13 5.30 5.47 5.64 5.81 5.97 6.14 6.31 6.48 6.65 6.75 6.77 6.80 6.82 6.85 6.87 6.89 6.92 6.94 6.97 7.14 7.30 7.47 7.64 7.78 7.79 7.81 7.82 7.84 7.85 7.87 7.88 7.89 7.91 8.08 8.25 8.41 8.58 8.60 8.70 8.80 8.90 9.00 9.10 9.20 9.30 9.40 9.50 9.60 9.70 9.80 9.90 10.00 10.10 10.20 10.30 10.40 23201. 24376. 25572 . 26716. 27953. 29211. 30490. 31791. 33114. 34459. 35745. 37133. 385~3. 39976. 41432. 42299. 42473. 42735. 42911. 43174. 43350. 43526. 43791. 43968. 4423~. 45757. 47211. 48778. 50370. 51698. 51794. 51985. 52081. 52273. 52369. 52561. 52657. 52753. 52946. 54600. 56277. 57879. 59604. 59808. 60836. 61873. 62918. 63972 . 65035. 66106. 67186. 68275. 69372 . 70479. 71594. 72718. 73851. 74993. 76144. 77 305. 78474. 79652. 0.533 0.043 0.560 0.044 0.587 0.045 0.613 0.045 0.642 G.046 0.671 8.047 0.700 0,048 0.730 0.049 0.760 0.049 0.791 0.050 0.821 0.051 0.852 0.051 0.885 0.052 0.918 0.053 0.951 0.054 0.971 0.054 0.975 0.055 0.981 0.060 0.985 0.067 0.991 0.076 0.995 0.088 0.999 0.102 1.005 0.114 1.009 0.118 1.015 0.122 1.050 0.146 1.084 0.164 1.120 0.180 1.156 0.194 1.187 0.205 1.189 0.207 1.193 0.209 1.196 0.212 1.200 0.216 1. 202 0.220 1.207 0.225 1.209 0.229 1.211 0.231 1.215 0.233 1.253 0.254 1.292 0.272 1.3290.288 1.368 0.303 1.373 0.305 1.397 0.775 1.420 1.630 1.444 2.730 1.469 4.030 1.493 5.510 1.518 6.940 1.542 7.480 1.567 7.980 1.593 8.440 1.618 8.890 1. 644 1. 669 1. 695 1.722 9.310 9.710 10.100 10.470 1. 748 10.830 1. 775 11.180 1.802 11.520 1.829 11.840 0.00 0.00 0.00 0.00 0.00 o.co 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6849. 6971. 7094. 7211. 1336. 7462. 7589. 7717. 7846. 7976. 8099. 8230. 8363. 8496. 8631. 8710. 8726. 8750. 8766. 8790. 8806. 8822. 8846. 8862. 8886. 9023. 9153. 9291. 9431. 9547. 9555. 9572 . 9580. 9597. 9605. 9622. 9630. 9638. 9655. 9797. 9940. 10075. 10220. 10237. 10323. 10409. 10495. 10582. 10669. 10756. 10844. 10932. 11 02 O. 11109. 11197. 11287. 11376. 11466. 11556. 11647. 11 7 37. 11829. Hyd Inflow Outflow Peak Storage Stage Elev (Cu-Ft) (Ac-Ft) 1 0.85 0.35 8.61 8.61 59905. 2 0.96 0.28 8.37 8.37 57472. 3 1. 06 0.26 8.13 8.13 55066. 4 0.87 0.22 7.86 7.86 52485. 5 0.90 0.23 7.88 7.88 52617 . 6 1.10 0.18 7.51 7.51 49148. 7 0.93 0.05 6.39 6.39 39238. 8 0.68 0.06 6.77 6.77 42486. Hyd R/D Facility Tributary Reservoir poe Outflow Outflow Inflow Inflow 1 0.35 0.07 *-J.**"*** 2 0.28 0.08 ******** 3 0.26 0.08 *'******* 4 0.22 0.07 ******** 5 0.23 0.07 *"* ** ** ** 6 0.18 0.10 ******** 7 0.05 0.08 ******** 8 0.06 0.06 ******** ---------------------------------- Route Time Series through Facility Inflow Time Series file:dev.tsf Outflow Time Series E"ile:rdout POC Time Series Flle:dsout Inflow/Outflow Analysis Peak InflO\.,' Discharge: 1.50 Peak Outflow Discharge: 0.348 Peak Reservoir Stage: 8.61 Peak Reservoir Elev: 8.61 CFS ers Ft Ft Target ******* 0.31 ******* **J.**** ******* ***jr*** *"'***** ******* at 6:00 at 20:00 Peak Reservoir Storage: 59905. Cu-Ft 1. 375 Ac-Ft Add Time Series:bypass.tsf Calc 0.36 0.32 0.29 0.25 0.24 0.21 0.11 0.10 on Jan on Feb Peak Summed Discharge: 0.364 CFS at 20:00 on Feb 1. 375 1. 319 1. 264 1. 205 1. 208 1.128 0.901 0.975 9 in 1990 9 in 1951 9 in 1951 Point of Compliance File:dsout.tsf Flow Frequency Analysis Time Series File:rdout.tsf Project Location:Sea-Tac LogPearson III Coefficients Mean= -1.067 StdDev= 0.298 Skew~ 0.505 ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak --Peaks --Rank Return Prob (CFS) (eFS) (ft) Period 0.049 37 2/22/49 23:00 0.348 8.61 1 89.50 0.989 0.145 16 1/22/50 5:00 0.284 8.37 2 32.13 0.969 0.348 1 2/09/51 20:00 0.259 8.13 3 19.58 0.949 0.045 42 2/04/52 9:00 0.257 8.11 4 14.08 0.929 0.124 19 1/31/53 10:00 0.247 8.02 5 10.99 0.909 0.051 33 1/07/54 21: 00 0.227 7.88 6 9.01 0.889 0.049 39 2/09/55 3:00 0.223 7.86 7 7.64 0.869 0.191 9 1/06/56 10:00 0.209 7.81 8 6.63 0.849 0.051 34 3110/57 5:00 0.191 7.61 9 5.86 0.829 0.054 25 1117/58 18:00 0.183 7.51 10 5.24 0.809 0.050 36 1/27/59 1:00 0.170 7.36 11 4.75 0.789 0.209 8 11/21/59 6:00 0.160 7.26 12 4.34 0.769 0.151 14 11/24/60 11: 00 0.152 7.19 13 3.99 0.749 0.044 45 12/24/61 6:00 0.151 7.18 14 3.70 0.729 0.055 24 11/30/62 21: 00 0.150 7.18 15 3.44 0.709 0.143 17 11/19/63 16:00 0.145 7. 14 16 3.22 0.690 0.152 13 12/01/64 2:00 0.143 7.12 17 3.03 0.670 0.053 28 1107/66 5,OC 0.131 7.03 18 2.85 0.650 0.131 18 12115/66 7:00 O. 124 6.99 19 2.70 0.630 0.051 32 1/21/68 0:00 0.121 6,97 20 2.56 0.610 0.052 30 12/11/68 1l,00 0.107 6.90 21 2.44 0.590 0.121 20 1127/70 3,00 0.100 6.89 22 2.32 0.570 0.051 31 12110/70 21,00 0.071 6.83 23 2.22 0.550 0.259 3 3/06/72 21:00 0.055 6.77 24 2.13 0.530 0,170 11 ~2/26/72 6:00 0.054 6.58 25 2.04 0.510 0.053 26 1118174 20:00 0.053 6.56 26 1.96 0.490 0.049 38 1114/75 16:00 0.053 6.49 27 1. 89 0.470 0.051 35 12/04/75 14:00 0.053 6.47 28 1. 82 0.450 0.039 49 8/26/77 8:00 0.052 6.39 29 1. 75 0.430 0.100 22 12/15/77 19:00 0.052 6.30 30 1. 70 0.410 0.040 48 2/13/79 13,00 0.051 6.19 31 1. 64 0.390 0.227 6 12/17/79 20:00 0.051 6.05 32 1. 59 0.370 0.052 29 12/31/80 0:00 0.051 6.05 33 1. 54 0.350 0.160 12 10/06/81 19:00 0.051 6.00 34 1. 49 0.330 0.053 27 li08/83 6:00 0.051 5.90 35 1. 45 0.310 0.044 44 12/,3/83 8:00 0.050 5.78 36 1. 41 0.291 0.045 43 11/04/84 9:00 0.049 5.51 37 1. 37 0.271 0.071 23 1119/86 19:00 0.049 5.47 38 1. 33 0.251 0.183 10 11/24/86 9:00 0.049 5.46 39 1. 30 0.231 0.047 40 12/10/87 9:00 0.047 5.21 40 1. 27 0.211 0.044 46 11/06/88 0:00 0.046 5.02 41 1. 24 0.191 0.247 5 1/09/90 14:00 0.045 4.65 42 1.21 0.171 0.257 4 11/24/90 16:00 0.045 4.64 43 1. 18 0.151 0.107 21 1/31/92 22: 00 0.044 4.53 44 1. 15 0.131 0.042 47 1126/93 6:00 0.044 4.50 45 1.12 0.111 0.039 50 2/17/94 23,00 0.044 4.44 46 1. 10 0.091 0.150 IS 12127 /94 7:00 0.042 4.17 47 1. 08 0.071 0.284 2 2/09/96 4:00 0.040 3.79 48 1. 05 0.051 0.223 7 1/02/97 12:00 0.039 3.55 49 1. 03 0.031 0.046 41 1/25/98 1:00 0.039 3.49 50 1. 01 0.011 Computed Peaks 0.542 8.65 100.00 0.990 Computed Peaks 0.419 8.62 50.00 0.980 Computed Peaks 0.318 8.60 25.00 0.960 Computed Peaks 0.212 7.82 10.00 0.900 Computed Peaks 0.194 7.64 8.00 0.875 Computed Peaks 0.149 7.17 5.00 0.800 Computed Peaks 0.081 6.86 2.00 0.500 Computed Peaks 0.050 5.85 1. 30 0.231 Flow Frequency Analysis LogPearson III Coefficients Time Series File:dsout.tsf MeaD= -0.883 StdDev= 0.186 Project Location:Sea-Tac Skew= 0.762 ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak - -Peaks Rank Return Prob (eFS) (eFS) Period 0.105 30 2/16/49 21:00 0.364 1 89.50 0.989 0.163 16 1/22/50 4:00 0.316 2 32.13 0.969 0.364 1 2/09/51 20:00 0.289 3 19.58 0.949 0.084 45 1/30/52 8:00 0.289 4 14.08 0.929 0.137 19 1/31/53 9:00 0.281 5 10.99 0.909 0.102 33 12/19/53 19:00 0.246 6 9.01 0.889 0.109 28 11125/54 2:00 0.244 7 7.64 0.869 0.211 9 1/06/56 9:00 0.233 8 6.63 0.849 0.113 25 12/09/56 14:00 0.211 9 5.86 0.829 0.103 32 1116/58 11: 00 0.207 10 5.24 0.809 0.097 38 1/26/59 20:00 0.187 11 4.75 0.789 0.233 8 11121/59 1,00 0.176 12 4.34 0.769 0.169 13 11/24/60 9:00 0.169 13 3.99 0.749 0.081 46 11122/61 2:00 0.166 14 3.70 0.729 0.096 39 12115/62 2:00 0.163 15 3.44 0.709 0.157 17 11/19/63 15:00 0.163 16 3.22 0.690 0.166 14 12/01/64 1:00 0.157 l7 3.03 0.670 0.104 31 1/05/66 16:00 0.144 ] 8 2.85 0.650 0.144 18 12/15/66 6: 00 0.137 19 2.70 0.630 O. 119 22 8/24/68 16:00 0.133 20 2.56 0.610 0.091 41 12/03/68 16:00 0.119 21 2.44 0.590 0.133 20 1/27/70 1: 00 0.119 22 2.32 0.570 0.100 36 12106/70 8:00 0.118 23 2.22 0.550 0.289 3 3/06/72 19:00 0.115 24 2.13 0.530 0.187 11 12/26/72 3:00 0.113 25 2.04 0.510 0.100 35 11/28/73 9:00 0.113 26 1. 96 0.490 0.119 21 12/26/74 23:00 0.112 27 1. 89 0.470 0.091 42 12/02/75 20:00 0.109 28 1. 82 0.450 0.099 37 8/26/77 2:00 0.108 29 1. 75 0.430 0.112 27 9/22/78 19:00 0.105 30 1. 70 0.410 0.087 43 9/08/79 ]5:00 0.104 31 1. 64 0.390 0.244 7 12/17/79 19:00 0.103 32 1. 59 0.370 0.113 26 11/21/80 11: 00 0.102 33 1. 54 0.350 0.176 12 10/06/81 16:00 0.101 34 1. 49 0.330 0.101 34 10/28/82 16:00 o .1CO 35 1. 45 0.310 0.093 40 1103/84 1:00 0.100 36 1. 41 0.291 0.081 n 6/06/85 22: 00 0.099 37 1. 37 0.271 0.118 23 1/18/86 16:00 0.097 38 1. 33 0.251 0.207 10 11(24/86 6:00 0.096 39 1. 30 0.231 0.081 48 12/09/87 16:00 0.093 40 1. 27 0.211 0.087 44 11/05/88 14:00 0.091 41 1. 24 0.191 0.281 5 1/09/90 9:00 0.091 42 1.21 0.171 0.289 4 11(24/90 14:00 0.087 43 1.18 0.151 0.115 24 1(31/92 22:00 0.087 44 1.15 0.131 0.070 50 3/22193 22:00 0.084 45 1. 12 0.111 0.071 49 11/30/93 22:00 0.081 46 1. 10 0.091 0.163 15 12/27/94 5:00 0.081 47 1. 08 0.071 0.316 2 2/09/96 1:00 0.081 48 1. 05 0.051 0.246 6 1/02/97 9:00 0.071 49 1. 03 0.031 0.108 29 10/04/97 15:00 0.070 50 1. 01 0.011 Computed Peaks 0.446 100.00 0.990 Computed Peaks 0.371 50.00 0.980 Computed Peaks 0.306 25.00 0.960 Computed Peaks 0.232 10.00 0.900 Computed Peaks 0.219 8.00 0.875 Computed Peaks 0.183 5.00 0.800 Computed Peaks 0.124 2.00 0.500 Computed Peaks 0.094 1. 30 0.231 Flow Duration from Time Series File:rdout.tsf Cutoff Count Frequency CDF Exceedence Probability CFS Co '6 0.005 210659 48.096 48.096 51.904 0.519E+00 0.015 66824 15.257 63.352 36.648 0.366E+00 0.025 55343 12.635 75.988 24.012 0.240E+00 0.034 46881 10.703 86.691 13.309 0.133E+OO 0.044 36401 8.311 95.002 4.998 0.500E-01 0.054 18985 4.334 99.336 0.664 0.664E-02 0.064 1318 0.301 99.637 0.363 0.363E-02 0.073 246 0.056 99.693 0.307 0.307E-02 0.083 151 0.034 99.728 0.272 0.272E-02 0.093 83 0.019 99.747 0.253 0.253E-02 0.103 72 0.016 99.763 0.237 0.237E-02 0.113 96 0.022 99.785 0.215 0.215E-02 0.122 171 0.039 99.824 0.176 o .176E-02 0.132 136 0.031 99.855 0.145 o .145E-02 0.142 100 0.023 99.878 0.122 0.122E-02 0.152 120 0.027 99.905 0.095 0.945E-03 O. 161 69 0.016 99.921 0.879 0.788E-03 0.171 62 0.014 99.935 0.065 0.646E-03 O. 181 57 0.013 99.948 0.052 0.516£-03 0.191 57 0.013 99.961 0.039 0.386E-03 0.201 38 0.009 99.970 0.030 0.299E-03 0.210 31 0.007 99.977 0.023 0.228£-03 0.220 15 0.003 99.981 0.019 0.194£-03 0.230 11 0.003 99.983 0.017 0.169£-03 0.240 15 0.003 99.987 0.OJ3 0.135£-03 0.249 20 0.005 99.991 0.009 0.890E-04 0.259 14 0.003 99.994 0.006 0.571E-04 0.269 5 0.001 99.995 0.005 0.457E-04 0.279 6 0.001 99.997 0.003 0.320E-04 0.289 6 0.001 99.998 0.002 0.183E-04 0.298 4 0.001 99.999 0.001 0.913E-05 0.308 3 0.001 100.000 0.000 0.228E-05 0.318 0 0.000 100.000 0.000 0.228£-05 0.328 0 0.000 100.000 0.000 0.228E-05 0.337 0 0.000 100.000 0.000 0.228£-05 0.347 0 0.000 1'10.000 0.000 0.228E-05 Flow Duration from Time Series File:dsout.tsf Cutoff Count Frequency CDF Exceedence Probablllty CFS % o. % , 0.005 211891 48.377 48.377 51.623 0.516E+00 0.015 64300 14.680 63.057 36.943 0.369E+00 0.026 54999 12.557 75.614 24.386 0.244E+00 0.036 46204 10.549 86.163 13.837 o .138E+00 0.046 35784 8.170 94.333 5.667 0.567E-01 0.056 18359 4.192 98.524 1. 476 o .148E-Ol 0.067 3325 0.759 99.284 0.716 O. 716E-02 0.077 1179 0.269 99.553 0.447 0.447E-02 0.087 522 0.119 99.672 0.328 0.328E-02 0.097 203 0.046 99.718 0.282 0.282£-02 0.107 149 0.034 99.752 0.248 0.248E-02 0.118 115 0.026 99.779 0.221 0.221E-02 0.128 156 0.036 99.814 0.186 0.186£-02 0.138 151 0.034 99.849 0.151 0.151E-02 0.148 102 0.023 99.872 0.128 o .128E-02 0.159 109 0.025 99.897 0.103 0.103E-02 0.169 88 0.020 99.917 0.083 0.831E-03 0.179 60 0.014 99.931 0.069 0.694E-03 0.189 65 0.015 99.945 0.055 0.546E-03 0.200 43 0.010 99.955 0.045 0.447E-03 0.210 45 0.010 99.966 0.034 0.345E-03 0.220 28 0.006 99.972 0.028 0.281E-03 0.230 23 0.005 99.977 0.023 0.228£-03 0.240 21 0.005 99.982 0.018 0.180E-03 0.251 16 0.004 99.986 0.014 0.144£-03 0.261 11 0.003 99.988 0.012 0.119£-03 0.271 18 0.004 99.992 0.008 0.776£-04 0.281 10 0.002 99.995 0.005 0.548E-04 0.292 7 0.002 99.996 0.004 0.388E-04 0.302 4 0.001 99.997 0.003 0.297E-04 0.312 4 0.001 99.998 0.002 0.205E-04 0.322 5 0.001 99.999 0.001 0.913E-05 0.333 1 0.000 99.999 0.001 0.685£-05 0.343 2 0.000 100.000 0.000 0.228E-05 0.353 0 0.000 100.000 0.000 O.228E-05 0.363 0 0.000 100.000 0.000 0.228E-05 =====--------------~----------~ -----_.----='''''' ...... =, ,I r1<4d',' :1 C',,' (', .ii ',! I _ • ii '~._. II I---'--==~;;o= •. _,:":.~ •. ~--;c.,;;__, .• -----------------~ ii '~ ~".~. 'II \, " t-~-===========~------------~'~-~'~'~.c_----------------------------------------~ -.-. 1"1' ~:;o "-'I,,' ~',,,, '1'1' tIoiJlo '''--: •. ''0. I! t-----------------------------------------~'4",-------------------------------i! " . l~i_j iii 10'-3 Duration Comparison Anaylsis Base File: predev.tsf New File: dsout.tsf Cutoff Units: Discharge in CFS -----Fraction of Time--------------Check of Cutoff Base New %Change Probability 0,063 O.10E-Ol 0.90E-02 -10,2 I 0.10E-Ol 0.084 0.51E-OZ O.35E-02 -31.7 I 0.51E-02 0.106 O.29E-02 O.ZSE-OZ -13.8 I 0.29E-02 0.128 O.17E-OZ 0.19E-02 7,3 I 0.17E-02 0.150 o .llE-02 0.13E-02 16.6 I 0.llE-02 0.172 0.66E-03 0.7BE-03 17.5 I 0.66E-03 0.193 0.44E-03 0.50E-03 13.4 I 0,44E-03 0.215 0.30E-03 0.30E-03 -1. 5 I 0,30E-03 0.Z37 0.21E-03 0.19E-03 -8.6 I 0.21E-03 0.259 D.llE-03 0.12E-03 8.0 I 0,llE-03 0.281 0.59E-04 O.57E-04 -3.8 I 0,59E-04 0.302 0.32E-04 0.30E-04 -7.1 I 0.32E-04 0.324 O.68E-05 0.91E-OS 33.3 I 0.68E-05 0.346 0.23E-05 0.23E-05 0.0 I O.23E-05 Maximum positive excursion ~ 0.032 cfs ( 9.7%) occurring at 0,332 efs on the Base Data:predev.tsf and at 0.364 efs on the New Data:dsout.tsf Maximum negative excursion = 0.015 cfs (-15.3%) occurring at 0.095 cfs on the Base Data:predev.tsf and at 0.081 cfs on the New Data:dsout.tsf Base 0.063 0.084 0.106 0.128 0.150 0.172 0.193 0.215 0.237 0,259 0.281 0.302 0.324 0.346 _ o--~_ ·c.-_-.: ... i "Ii i 10.1 ">"'-~ . , iii Tolerance------- New 0-,Change 0.061 -2.5 0.073 -13.2 0.094 -11.1 0.131 2.6 0.157 4.9 0.182 6.0 0.200 3.3 0.214 -0.3 0.235 -1. 0 0.262 1.4 0.279 -0.6 0.300 -0.8 0.334 2.9 0.364 5.1 i: " APPENDIX B Geotechnical Report Earth Solutions NW, LLC Earth Solutions NWLLC Geotechnical Engineering Geology Environmental Scientists Construction Monitoring GEOTECHNICAL ENGINEERING STUDY EAGLESTON 18851 -120TH AVENUE SOUTHEAST RENTON, WASHINGTON ES-2971 PREPARED FOR WESTPAC DEVELOPMENT. LLC September 10. 2013 Kyle R. Campbell. P.E. Principal GEOTECHNICAL ENGINEERING STUDY EAGLESTON 18851120th AVENUE SOUTHEAST RENTON. WASHINGTON ES·2971 Earth Solutions NW. LLC 1805 -1361h PI. Northeast. Suite 201 Bellevue, Washington 98005 Ph: 425-449-4704 Fax: 425-449-4711 Toll Free: 866·336·8710 Important Information About Your Geotechnical Engineering Report (,/I)!I,'/(/f r ' JI,/lielll" li(ld().'!/I,'/{)i/(Jl/'o' It ill"l/lh'f,')' (/ Ic~\'~') (1)('I,)l(l/lI"1 l'/.Il1"r,) ,j,lU(/l)i11f/(' • 7'( k'//{!\iili~) iil/ll/nltli!,i!) /'; J' I'l r'r'j(f i /1') II ',e I 1'" 'I, fU 111'1 1 //\/1'- GeotechnIcal ServIces Are Performad for IpacIIIc PlII'ptl88, Parsons, l1li Projects Geotecl1nical engineers mture their services to meet the specific needs of their clients. A geotechnical engineering study conducted for a civil engi- neer may not fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared sole!yfor the client. No one exrept you should rely on your geotechnical engineering report without first conferring with the gedechnical engineer who prepared it. And no one -not even you -should apply the report for any purpose or project except the one originally contemplated. iliad ... Full RaporI Serious problems have occurred because those relying on a geotechnical engineering report did not read K all. Do not rely on an executive summary. Do not read selected elements only. A GeoblCllnlcll fllIII_1II Rzort IIIIa88d on A UnIQIII Bat of PrDJect-lliac. FactorI Geotechnical engineers consider a m.mber of unique, project-speciflc fac- tors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk managemenl preferences; the general nature of the structure involved, Ks size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilfiies. Unless the geotechnical engineer who conducted the study specifically indicates oth- erwise, do not rely on a geotechnical engineering report that was: • nol prepared for you, • not prepared for your project, • not prepared for \tie specific site explored, or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect: • the function of lhe proposed structure, as when it's changed from a parking garage to an office building, or from a light industrial plant to a refrigerated warehouse, • elevation, configuration, location, orientation, or weight of the proposed structure, • composition of the design team, or • project ownerShip. As a general rule, always inform your geotechnical engineer of project changes-even minor on9S-'dl1d request an assessment of their Impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their f8(JOrIS do not consider developments of which they were not infarmed. S_II'lace ClllIIIIonI GIn GIla .... A geotechnical engineering report is based on condfiions that existed at the time the study was pelforrned. Do not rely on a (J8OIechnlcal engineer- ing mpOitwhose adequacy may have been afiected by: the passage of time; by man-made events, such as constrLdlon on or adjacent to the site; or by natural events, such as floods, earthquakes, or grouOONa\er fluctua- tions. AIII!lYS contact \tie geotechnical engineer before applying the report to determine if n is still reliable. A minor amoool of additional testing or analysis could prevent major problems. Molt GaotKIIIICII FlmlllII AI'I ........... --Site exploration identifies subsurface conditions only at Ihose points where subsurface tests are conducted or samples are laken. Geotechnical engi- neers ll!View field and laboratory data and then apply their profeSSional judgment to render an opinion about subsurface condmons \tiroughout the site. Actual subsurface conditions may differ-sorneUmes Significantly- from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide construction observation Is the most effective method of managing the risks associated with unanticipated conditions. A RIpart" Rean.1IIIdaIIans Are NIt FInII Do not overrely on the construction recommendations included in your report. Those recommendations am not final, because geotechnical engi- neers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurtace conditions revealed during construction. The geotechnical eogineer who developed your repolt cannot assume responsibility or liability for the repoIt's recommendations if that engineer does not perform construction obsetvalion. A G80tacIIIIcaI EngIMarlnl Report II SUIljaCl to "'''blPpretlllOll Other design team members' misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk by having your geo- technical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer \0 review perti- nent elements of \he design team's plans and specificalions. Contractors can also misinterpret a geotechnical engineering report. Reduce thet risk by having your geotechnical engineer participate in prebid and preconstruc\ion conferences, and by providing construction observation. Do Nut Redraw till Engn.'S Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering report should never be redrawn for inclusion in architectural or other design drnwings. Only photogrnphic or electronic reproduction is acceptable, but recognize that sepatatiog logs from the repolt can elevate risk. GlVI CoIItPIICtorS • CImpIata Report and ~dance Some owners and design professionafs mistakenly believe they can make contractors liable for unanticipated subsurface conditions by limtting what they provide for bid preparation. To help prevent cosily problems, give con- tractors the complete geotechnical engineering report. brJ preface It with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with \he geotechnical engineer who prepared the report (a modest fee may be required) andior to conduct additional study to obtain the specHic types of information \hey need or prefer. A prebid conference can afso be valuable. Be sure ccntmc- trxs have sufficient time to perfonm additional study. Only then might you be in a pOSition to give contractors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Raad RaI,a.18.r Prevla_ Closely Some clients, design professionals, and contractors do not recognize that geotechnical engineering is tar less exact than other engineering disci- plines. This lack of understanding has created unrealistic expectations that have led \0 disappOintments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled "limitations" many of these provisions indicate where geotechnical engi neers' responsi- bilities begin and end, to help others recognize their own responsibilities and risks. Read /hese provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. GaoanvIr~ ClnCll'lll Are Not Coverall The eqUipment, techniques, and personnel used to perform a geoenviron- mental study differ Significantly from those used to perform a geotechnical study. For that reason, a geotechnical engineering report does not usually relate any geoenvironmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own geoon- vironmental information, ask your geotechnical consultant tor risk man- agement guidance. Do not rely on an environmental report prepared for someone else. Obtalll Profas_. AssIsIInt:I To DIal willi MaId Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent Significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a com- prehenSive plan, and executed with diligent oversight by a professional mold prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold infestations, a num- ber of mold prevention strategies focus on keeping building surfaces dIy. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical engineering study whose findings are conveyed ilHl1is report, the geotechnical engineer in charge of this projeci is not a mold prevention consultant; nolll of /fI, "rocss p". formlld in conn,cIIon wffh /fI, glfDlellhnlt:lll ",ginflfl"" study WIHfI d8Slg1111d or t:fJndut:l8d for !he purpose 01 mold preWIII- lion, Proper impl8lflllnltllion of"" t8t:fJIIIIIIBndatlD1/8 t:fInveyed in this repOit will not 01 liseN IJII sufficient to Pflllltlllf mold from growing In or on /hfl rlruI:turB Inn/Wld. . RaIl III YIII' AaR Ma ....... Ga8tBdlncIal ~II' I ... AlldllIoitll AIIIsIMcI Membership in ASFf/The Best People on Earth exposes geotechnical engineers \0 a wide array of risk management techniques thai can be of genuine benefit for everyone involved with a construction project. Confer with you ASFE-member geotechnicalllllgineer for more information. ASFE n. 'lit ...... II • ., ... 8811 Colesville RoadlSuite G106, Silver Spring, MD 20910 Telephone: 3011565-2733 Facsimile: 3011589-2017 e-mail: info@asfe.org wtIW.asfe.org copyr/g/lt 2004 by ASFf, Inc. oup_, reproduction, .r copying .,I/IIS tIo<tmJtnI, In whoIf1 .r In part. by any _". whatsoe.." Is sIr/cIIy pro/IIb/led, _, wfI/I ASFE~ spo<l/ic writlsn "..-,ntss/orJ. Exwp/Inq, quottng, Of _rwtSB OxtrIctinq worrl/ng from this document Is pennlt/et1 0IIIy wfI/I the OXIJ"" _ permission ., ASFE, and only /or purposss u/ schllfllrlr " ... n:h.r _ ",""w. Only /JI8mllers ., ASFE may USB this _ment IS. comptemtlnt to Of as .. e/smenl U/. (IfJOlect",1cII1 sngIneerlng ~. Any other firm. IntJMduaJ, or ather tmtflY that so IJS8S this c/ocum8nt without IJsIna III ASFE member could bB committing nsgDgent or InttmtKJnBI (fraudulBnt) misr&prJSflfltftJon. IIGER06045.0M I I September 10, 2013 ES-2971 WestPac Development 7449 West Mercer Way Mercer Island, Washington 98040 Attention: Mr. Peter Q'Kane Dear Mr. O'Kane: Earth Solutions NW LLC • C;(~otechnical Engineering • Construction Monitoring • Environmental Sdencc':i Earth Solutions NW, LLC (ESNW) is pleased to present this report titled "Geotechnical Engineering Study, Eagleston, 18851 120th Avenue Southeast, Renton, Washington". Based on the results of the geotechnical investigation, the proposed residential development is feasible from a geotechnical standpoint. Three to three and one half feet of fill was encountered in the majority of the test pits. The native soil underlying the site consists predominantly of native weathered and unweathered glacial till deposits. The proposed residential structures can be supported on conventional foundations bearing on competent native soils, competent existing fill or structural fill placed as part of the site grading activities. Recommendations for foundation design, earthwork, and other pertinent geotechnical recommendations are provided in this report. A site plan was not available at the time of this report. If you have any questions regarding the content of this geotechnical engineering study, please contact us. Sincerely, EARTH SOLUTIONS NW, LLC ~~u 1t1. ~0)QA!J ~{ Scott . Watson, qlT. - Staff gineer lUOS -136th Place N.E., Suite 201 • Bellevue, WA 98005 • 142.\) 449-4704 • fAX (425) 449-4711 TABLE OF CONTENTS ES·2971 PAGE INTRODUCTION ........................................................................ 1 General.............................. ...... ........................... ..... ...... 1 Prolect Description ............. . . . . . . . . . .. . . . . . . . ... . . . . . . . . . . . . . .. . . . . . . . .. . 1 Surface............ ................................................................ 1 Subsurface....................................................... ................ 2 Geologic Setting... ......... ...... ... ......... ......................... 2 Groundwater...................................................................... 2 DISCUSSION AND RECOMMENDATIONS ....................................... 2 Genera!.. .......................................................................... . Site Preparation and Earthwork, .... , .. , .... , ' ............. , , ............. . Temporary Erosion Control... .. , .......... , ... , ................. . In-situ Soils ........ , ........................ , ........................... . Structural Fill Placement. ................................. " ...... . Subgrade Preparation .. , ........................................... . Foundations .................................................................... . Slab-on-Grade Floors ............. , , .. , ... , ...... , , ................ , .... , .... . Seismic Considerations .................................. ,', ................. , .. Pavement Sections ........................ , ............................ , ..... , 2 3 3 3 4 4 5 5 6 6 6 7 7 LIMITATIONS ..................................................... ,........................ 8 Additional Services ........ , ........................... ,........... ............ 8 Earth Solutions 1foN, LLC GRAPHICS Plate 1 Plate 2 Plate 3 APPENDICES Appendix A Appendix B TABLE OF CONTENTS Confd ES·2971 Vicinity Map Test Pit Location Plan Typical Footing Drain Detail Subsurface Exploration Test Pit Logs Laboratory Test Results Grain Size Distribution Earth Solutions WoI, LLC General GEOTECHNICAL ENGINEERING STUDY EAGLESTON 18851120th AVENUE SOUTHEAST RENTON, WASHINGTON ES·2971 INTRODUCTION This geotechnical engineering study was prepared for the proposed residential development to be constructed off of 120th Avenue Southeast in Renton. Washington. The approximate location of the subject property is illustrated on the Vicinity Map (Plate 1). The purpose of this study was to develop geotechnical recommendations for the proposed project. The scope of services for completing this geotechnical engineering study included the following: • Subsurface exploration consisting of observing, logging and sampling five test pits excavated within accessible areas of the development envelope; • Engineering analysis; and, • Preparation of this report. Project Description The subject site is located northwest of the intersection Southeast 191st Street and 120th Avenue Southeast in Renton, Washington. The approximate limits of the property are illustrated on the Test Pit Location Plan (Plate 2). The subject site consists of four adjoining tax parcels totaling approximately 4.9 acres. Existing structures onsite include three houses, two detached garages, and two tool shacks. A cursory review of an available geologic map indicates the site is underlain by Vashon subglacial till (Qvt). We understand that any existing structures will be removed and the site will be redeveloped into residential lots, access roads and associated utility improvements. Surface The existing vegetation consists of tree cover concentrated near the south half of the site and landscaped grass yards on the north half. Topography descends to the east at a gentle slope, with approximately five feet of elevation change across the site. Earth Solutions WI, LLC WestPac Development September 10, 2013 Subsurface ES-2971 Page 2 An ESNW representative observed, logged and sampled five test pits excavated at the site for purposes of assessing soil and groundwater conditions. The approximate locations of the test pits are illustrated on the Test Pit Location Plan (Plate 2). Please refer to the test pit logs provided in Appendix A for a more detailed description of the subsurface conditions. Topsoil was encountered to depths of approximately two to four inches. Fill was encountered at test pit locations TP-1, TP-2, TP-3, and TP-5 and ranged in depth from about three feet to three and one-half feet. Fill consisted primarily of loose to medium dense silty sand with varying amounts of gravel (Unified Soil Classification SM). Isolated pockets of forest topsoil were encountered at TP-1 at a depth of about two and one-half feet below existing grade. Native soils underlying the topsoil and fill were comprised primarily of dense to very dense silty sand with gravel (SM) associated with weathered and unweathered glacial depOSits. Soil relative density generally increased with depth. In general, dense conditions were encountered at depths up to three and one-half feet below existing grades. GeologiC Setting The geologic map of the area identifies glaCial till (QvI) deposits throughout the site and surrounding area. Based on the results of the subsurface investigation, the native soils observed at the test pit locations are generally consistent with the glacial till. Groundwater No seepage was observed at test pit locations (August 2013). However, groundwater seepage should be expected in site excavations, given the observed soil conditions. Groundwater seepage rates and elevations fluctuate depending on many factors, including precipitation duration and intenSity, the time of year, and soil conditions. DISCUSSION AND RECOMMENDATIONS General Based on the results of our study, the residential development on the subject site is feasible from a geotechnical standpOint. The proposed residential structures can be supported on competent native soil, competent existing fill or structural fill placed as part of the site grading activities. The existing fill may require removal and re-compaction within building footprints, depending on the conditions exposed during grading. Where fill areas are proposed, compaction of the existing fill soils to structural fill speCifications described later in this study will be necessary. earth Solutions NW. LLC WestPac Development September 10, 2013 ES-2971 Page 3 This study has been prepared for the exclusive use of WestPac Development, and their representatives. No warranty, expressed or implied, is made. This study has been prepared in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. Site Preparation and Earthwork Site preparation activities will likely include removing the existing structure and associated improvements from the development envelope, establishing clearing limits and installing temporary erosion control measures. The primary geotechnical considerations during the proposed site preparation and earthwork activities will involve the overall cut and fill activities, re-working existing fill where necessary, structural fill placement and compaction, underground utility installations, and final building and pavement area subgrade preparation. We anticipate the mass grading will utilize a balanced approach, with cut soils used as structural fill elsewhere on-site. Temporary Erosion Control Temporary erosion control measures should include, at a minimum, silt fencing placed along the downslope perimeter of the construction envelope, and a construction entrance consisting of quarry spalls to minimize off-site soil tracking and to provide a firm surface. Surface water must not be allowed to flow over, or collect above, temporary or permanent slopes. Interceptor drains or swales should be considered for controlling surface water flow pattems. ESNW should observe the erosion control measures, and provide supplement recommendations for minimizing erosion during construction. In-sltu Solis From a geotechnical standpoint, the silty sand depOSits encountered at the test pit locations are generally suitable for use as structural fill provided the soil moisture content at the time of grading allows compaction to the levels speCified below. The moisture sensitivity of the silty sand deposits anticipated to be exposed during grading activities can generally be characterized as moderate to high. Due to the moisture sensitive nature of the silty sand soil, successful use of the soil will largely be dictated by the moisture content at the time of placement and compaction. If the on-site soils cannot be successfully compacted, the use of an imported soil may be necessary. Imported soil intended for use as structural fill should consist of a well graded granular soil with a maximum aggregate grain size of six inches, and a moisture content that is at or near the optimum level. During wet weather conditions, imported soil intended for use as structural fill should consist of a well graded granular soil with a fines content of 5 percent or less defined as the percent passing the #200 sieve, based on the minus three-quarter inch fraction. Earth Solullons NW, LLC WestPac Development September 10, 2013 Structural Fill Placement ES-2971 Page 4 In general, areas to receive structural fill should be sufficiently stripped of organic matter and other deleterious material. Overstripping of the site and proposed fill surfaces should be avoided. ESNW should observe cleared and stripped areas of the site prior to structural fill placement. Structural fill is defined as compacted soil placed in foundation, slab-on-grade, and onsite roadway areas. Fills placed to construct permanent slopes and throughout rockery, retaining wall, and utility trench backfill areas are also considered structural fill. Soils placed in structural areas should be placed in maximum 12 inch lifts and compacted to a relative compaction of 90 percent, based on the maximum dry density as determined by the Modified Proctor Method (ASTM 0-1557-02). In pavement areas, the upper 12 inches of the structural fill should be compacted to a relative compaction of at least 95 percent. City, county, or other jurisdiction compaction requirements may supercede the above recommendations in right-of-way areas. Subgrade Preparation Following site stripping and removal of the existing structural improvements, cuts and fills will be completed to establish the proposed subgrade levels throughout the site. ESNW should observe the subgrade and existing fill during the initial site preparation activities to confirm soil conditions and to provide supplemental recommendations for subgrade preparation, if necessary. The process of removing the existing building structure may produce voids where the old foundations are removed, and where basement or crawl space areas may have been present. Thorough restoration of voids from old foundation and basement areas must be completed as part of the overall subgrade and building pad preparation activities. The following guidelines for preparing the building subgrade areas should be incorporated into the final design: • Where voids and related demolition disturbances extend below the planned subgrade level, restoration of these areas should be completed. Structural fill should be used to restore voids or unstable areas resulting from the existing building removal. • Re-compact or overexcavate and replace areas of existing fill (if present) exposed at the building subgrade elevation. ESNW should confirm subgrade conditions and the required level of re-compaction or overexcavatlon and replacement during the site preparation activities. Overexcavations should extend to competent (medium dense) native soils and replaced with structural fill. • ESNW should confirm overall suitability of the prepared subgrade areas following the site work activities. Earth Solullons M1V, LLC WestPac Development September 10, 2013 Foundations ES-2971 Page 5 The proposed residential structures can be supported on conventional spread and continuous footings bearing on competent native soil competent existing fill or structural fill. We anticipate competent native soil suitable for support of foundations will generally be encountered at depths of three and one-half feet below existing grades. The existing fill may require removal and re-compaction within building footprints, depending on the conditions exposed during grading. Building pad fill areas should be compacted to the specifications of structural fill previously described in this report. Where loose or unsuitable soil conditions are encountered at foundation subgrade elevations, compaction of the soils to the specifications of structural fill, or overexcavation and replacement with structural fill may be necessary. For design the following parameters can be used for the foundation design: • Allowable soil bearing capacity 2,500 psf 350 pcf 0.40 • Passive earth pressure • Coefficient of friction The passive earth pressure value provided above assumes the foundations are backfilled with structural fill. A factor-of-safety of 1.5 has been applied to these passive resistance and friction values. For short term wind and seismic loading, a one-third increase in the allowable soil bearing capacity can be assumed. With structural loading as expected, total settlement in the range of one inch is anticipated, with differential settlement of approximately one-half of an inch. The majority of the settlements should occur during construction, as dead loads are applied. Slab-On-Grade Floors Slab-on-grade floors for residential structures should be supported on competent native soil or structural fill. Unstable or yielding areas of the subgrade should be recompacted or overexcavated and replaced with suitable structural fill prior to construction of the slab. A capillary break conSisting of a minimum of four inches of free draining crushed rock or gravel should be placed below the slab. The free draining material should have a fines content of 5 percent or less (percent passing the #200 sieve, based on the minus three-quarter inch fraction). In areas where slab moisture is undesirable, installation of a vapor barrier below the slab should be considered. If a vapor barrier is used it should consist of a material specifically designed for that use and be installed in accordance with the manufacturer's specifications. Earth Solutions NW, LLC WestPac Development September 10, 2013 Seismic Considerations ES-2971 Page 6 The 2009 International Building Code specifies several soil profiles that are used as a basis for seismic design of structures. If the project will be permitted using the 2009 IBC, based on the soil conditions observed at the test sites, Site Class D, from table 1613.5.2, should be used for design. The 2012 IBC recognizes ASCE for seismic site class definitions. If the project will be permitted under the 2012 IBC, in accordance with Table 20.3-1 of ASCE, Minimum Design Loads for Buildings and Other Structures, Site Class D, should be used for design. In our opinion, liquefaction susceptibility at this site is low. The relative density of the site soils and the absence of a uniform, shallow groundwater table is the primary basis for this designation. Excavations and Slopes The Federal and state Occupation Safety and Health Administration (OSHAIWISHA) classifies soils in terms of minimum safe slope inclinations. Based on the soil conditions encountered during our fieldwork, fill, weathered native soil and where groundwater is exposed would be classified by OSHAIWISHA as Type C. Temporary slopes over four feet in height in Type C soils should be sloped no steeper than 1.5H:1V (Horizontal:Vertical). Dense glacial till soils would be classified by OSHAIWISHA as Type A. Temporary slopes over four feet in height in Type A soils should be sloped no steeper than 0.75H:1V (Horizontal:Vertical). Temporary slopes steeper than the OSHAIWISHA guidelines detailed above may be acceptable depending on the actual conditions exposed during grading activities. ESNW should observe temporary and permanent slopes to confirm that the inclination is appropriate for the soil type exposed, and to provide additional grading recommendations, as necessary. If temporary slopes cannot be constructed in accordance with OSHAIWISHA guidelines, temporary shoring may be necessary. Permanent slopes should maintain a gradient of 2H: 1V, or flatter, and should be planted with an appropriate species of vegetation to enhance stability and to minimize erosion. Utility Support and Trench Backfill In our opinion, the soils observed at the test pit locations are generally suitable for support of utilities. Excessively loose, organic, or otherwise unsuitable soils encountered in the trench excavations should not be used for supporting utilities. In general, the on-site soils observed at the test pit locations should be suitable for use as structural backfill in the utility trench excavations, provided the soil is at or near the optimum moisture content at the time of placement and compaction. Moisture conditioning of the soils may be necessary at some locations prior to use as structural fill. Utility trench backfill should be placed and compacted to the specifications of structural fill provided in this report, or to the applicable speCifications of the County or other applicable jurisdiction or agency. earth Solutions NW, LLC WestPac Development September 10, 2013 Drainage ES-2971 Page 7 Groundwater seepage was not encountered at the time of our fieldwork (August 2013). However, the presence of perched groundwater seepage should be anticipated during site excavations, particularly in the late fall, winter, spring and early summer months. Temporary measures to control groundwater seepage and surface water runoff during construction will likely involve interceptor trenches and sumps, as necessary. In our opinion, the proposed residential structures should incorporate footing drains around the outside perimeter of the foundations. A typical footing drain detail is provided on Plate 3 of this report. Surface grades adjacent to structures should slope away from the structures at a gradient of at least 2 percent. Pavement Sections The performance of site pavements is largely related to the condition of the underlying subgrade. To ensure adequate pavement performance, the subgrade should be in a firm and unyielding condition when subjected to proofrolling with a loaded dump truck. Structural fill in pavement areas should be compacted to the specifications previously detailed in this report. It is possible that soft, wet, or otherwise unsuitable subgrade areas may still exist after base grading activities. Areas containing unsuitable or yielding subgrade conditions will require remedial measures such as overexcavation and thicker crushed rock or structural fill sections prior to pavement. For lightly loaded pavement areas subjected primarily to passenger vehicles, the following preliminary pavement sections can be considered: • Two inches of hot mix asphalt (HMA) placed over four inches of crushed rock base (CRB), or; • Two inches of HMA placed over three inches of asphalt treated base (ATB). For relatively high volume, heavily loaded pavements subjected to occasional truck traffic, the following preliminary pavement sections can be considered: • Three inches of HMA placed over six inches of CRB, or; • Three inches of HMA placed over four inches of ATB. The HMA, ATB and CRB materials should conform to WSDOT specifications. All soil base material should be compacted to at least 95 percent of the maximum dry density. Final pavement design recommendations can be provided once final traffic loading has been determined. City of Renton road standards may supersede the recommendations provided in this report. Earth Solutions NW. LLC WestPac Development September 10, 2013 LIMITATIONS ES-2971 Page 8 The recommendations and conclusions provided in this geotechnical engineering study are professional opinions consistent with the level of care and skill that is typical of other members in the profession currently practicing under similar conditions in this area. A warranty is not expressed or implied. Variations in the soil and groundwater conditions observed at the test sites may exist, and may not become evident until construction. ESNW should reevaluate the conclusions in this geotechnical engineering study if variations are encountered. Additional Services ESNW should have an opportunity to review the final design with respect to the geotechnical recommendations provided in this report. ESNW should also be retained to provide testing and consultation services during construction. Earth Solutions NW, LLC Reference: King County, Washington Map 686 By the Thomas Guide Rand McNally 32nd Edition """' ..... ...... """, NOTE This plale may conlain areas of color. ESNW cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plale. , , " " '~11 : h1: • ", ." '1~''' ___ , H -~:. Drwn, GLS Checked SCW , ~ i' ~. " ., ~ . "'.:r. ~ ~ ~~,: ~' ~Ilflll~ ~ . ~ u .. ,. " " 1.,,~1I1\i~ ~,~" ~II," '" " 723ft ,,' 7"22N ~ ,1JU> "I" ,JI';h. J: Vicinity Map Eagleston Renton, Washington • Date 08/29/201 No. 2971 Date Aug. 2013 Plate 1 I c -0- I TP-21 I~~~--, -,-~~---!. 6 I -.- I I I I TP-1 r~-;" " --.-~ -0- TP-41 , ~ ,'..; I -1-0_ I ITP-5 I T---~ ITP-3 -o- j ,':r,'·I.'I, ~ ~ _.--. ---~ -'-_. -_. ---_. -_. -. -~ •. -_. --- LEGEND TP-1-!I-APproXimate Location of ESNW Test Pit, Proj. No. ES-2971,Aug.2013 ,-~ . 1 I Subject Site I c __ _ , Proposed Lot Number NOTE: The graphics shown on this plate are not intended for design purposes or precise scale measurements, but only to illustrate the approximate lest locations relative to the approximate locations of existing and lor proposed site features. The information illustrated is largely based on data provided by the client at the time of our study. ESNW cannot be responsible for subsequent design changes or interpretation of the data by others. o 1"=100' 100 200 b Scale in Feet Test Pit Location Plan Eagleston Renton, Washington NOTE: This plate may contain areas of color. ESNW cannot be Drwn. GLS Date 08/29/201 No. 2971 responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Checked SCW Date Aug. 2013 Plate 2 r Slope .. . . , . · ... . · ... . · ... . · ... . . . · ... . · . . . . · ... . · ... . :!F0~): ::' '. 2" (Min.) Perforated Rigid Drain Pipe (Surround with 1" Rock) NOTES: • Do NOT tie roof downspouts to Footing Drain. • Surface Seal to consist of 12" of less permeable, suitable soil. Slope away from building. LEGEND: Surface Seal; native soil or other low permeability material. 1" Drain Rock SCHEMATIC ONLY -NOT TO SCALE NOT A CONSTRUCTION DRAWING Drwn. GLS FOOTING DRAIN DETAIL Eagleston Renton, Washington Date 09/1 . No. 2971 Checked SCW Date Sept. 2013 Plate 3 Appendix A Subsurface Exploration ES-2971 The subsurface conditions at the site were explored by excavating five test pits at the approximate locations illustrated on Plate 2 of this report. The test pit logs are provided in this Appendix. The subsurface exploration was completed in August 28, 2013. The final logs represent the Interpretations of the field logs and the results of laboratory analyses. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. Earth Solutions I'/N, LLC Earth Solutions NWLLC SOIL CLASSIFICATION CHART MAJOR DIVISIONS TYPICAL DESCRIPTIONS COARSE GRAINED SOILS MORE THAN 50'1\ OF MATERIAl IS LARGER THAN NO. 200 SIEVE SIZE FINE GRAINED SOILS MORE THAN 50% OF MATERIAl IS SMAlUER THAN NO. 200 SIEVE SIZE GRAVEL AND GRAVELLY SOILS MORE THAN 50% OF COARSE FRACTION RETAINED ON NO. 4 SIEVE SAND AND SANDY SOILS MORE THAN 50% OF COARSE FRACTION PASSING ON NO. 4 SIEVE SILTS AND CLAYS SILTS AND CLAYS CLEAN GRAVELS (UITLE OR NO FINES) GRAVELS WITH FINES (APPRECIABLE AMOUNT OF ANES) CLEAN SANDS (LrITlE OR NO FINES) SANDS WITH FINES (APPRECIABLE AMOUNT OF FINES) uaUIDLIMIT LESS THAN 50 UaUIDLlM1T GREATER THAN 50 HIGHLY ORGANIC SOILS WEl.L-GRAOED GRAVELS. GRAVEI.- SAND MIXTURES. LITTLE OR NO FINES POORLY-GRAOED GRAVELS. GRAVEL-SAND MIXTURES. LrITlE OR NO FINES SILTY GRAVElS. GRAVEL-SAND- SILT MIXTURES CLAYEY GRAVELS. GRAVEl-SAND- CLAY MIXTURES WEl.L-GRADED SANDS. GRAvellY SANDS. lITTLE OR NO ANES POORLY-GRADEO SANOS. SP GRAvellY SAND. UTILE OR NO FINES SM SILTY SANDS. SAND _ SILT MIXTURES SC CLAYEY SANDS. SAND -CLAY MIXTURES INORGANIC SILTS AND VERY ANE ML SANOS. ROCK flOUR. SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SUGHT PlASTICITY OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF lOW PLASTICITY MH INORGANIC SILTS. MICACEOUS DR DIATOMACEOUS FINE SAND OR SILTY SOILS CH INORGANIC CLAYS OF HIGH PlASTlCITY OH ORGANIC CLAYS OF MEDIUM TO HIGH PlASTICITY. ORGANIC SILTS PT PEAT. HUMUS. SWAMP SOILS WITH HIGH ORGANIC COHTENTS DUAL SYMBOLS are used to indicate borderline soil classifications. The discussion in the text of this report is necessary far a proper understanding of the nature of the material presented in the attached logs. Earth Solutions NW 1805136th Place N.E., Sune 201 Bellevue, Washington 98005 Telephone: 425·284-3300 TEST PIT NUMBER TP-1 PAGE 1 OF 1 CUENT .lNestp@~ D<!velol!me& _ PROJECT NAME .!;@9!!>ston _ .. _. _ .... PROJECT NlJ~BER}.w==.... PR.OJE.CT LO£ATlON RI>~I1,WJl.!'J!ing!(l1'-_=. DATE STARTED 812811~ COMPLETED 81281).3___ GROUND ELEVATION 510!L.._ TEST PIT SIZE EXCAVATION CONTRACTOR JiI'\,lE:xcavatin.9. ____ . ___ _ GROUND WATER LEVELS: EXCAVAlION METHOD ___ ..... . LOGGED BY§QW. w ~g ~ffi !!lID 0..:0 0 ~£ '" TESTS MC =46.20% MC = 13.30% MC = 15.40% MC= 11.10% oj t.i oj oj 8M 8M 8M !:1 Z8 ~.J C) AT liME OF EXCAVATION - AT END OF EXCAVATION . .,... AFTER EXCAVATION _= .... -. __ MATERIAL DESCRIPTION ·12" layer of dark brOWn topsoil ·root and wood debris ---_.-._--- with graVlll, dense,molSt .. ---_._---'- Brown ·becomes very dens. Tesip~ tennlnat8d at9:5reetbel.wexfsiingglade: No groundwater encOuntered during excavation. Bottom of test pit at 9.5 feet. Earth Solu1ions NW 1805136lh Place N.E., Suite 201 Bellevue, Washington 98005 Telephone: 425-284-3300 TEST PIT NUMBER TP-2 PAGE 1 OF 1 PROJECT NAME . EaglestDn PROJECT LOCATION . Renton, W~hington CUENT .""'~~t Pac Devei<>pmenl PROJECT NUMBER 291.1 DATE STARTED 8/28113 COMPLETED 8/28113 GROUND ELEVAll0N _~IO It TEST PIT SIZE EXCAVAll0N CONTRACTOR NW E1'-C!!'!'Iling EXCAVATION METHOD GROUND WATER LEVELS: LOGGED BY SCW CHECKED BY ~CW AT llME OF EXCAVATION AT END OF EXCAVAll0N AFTER EXCAVATION -NOTES Depth of Top.oil8,.Sod_~·: grass ~ :I: ~ffi <Ii !hg ~'" TESTS t.i ... :::I! <Ii c ~~ ::i SM MC = 13.80% SM MC= 10.40% ~ 6:8 ~ .... (!) MATERIAL DESCRIPTION -scattered debris -12" Ihick pockel of drain rock on easl side ·becomes moist Gray silly SAND wiih gravel, dense:"'''i.t Test PIt te",iin8ted at 5.S·teet beiowe.isijnll grade. No groundwater-encountered during excavation. Bottom of te.t ptt at 5.5_. ~.5 Earth Solutions NW 1805136th Place N.E., Sune 201 Bellevue, Washington 98005 Telephone: 425-284-3300 CLIENT West PjlC De~jQp-""@nt __ PROJECT NUMBER .~ZJ _____ ._._ ", .. _------------- DATE STARTED 8128113 COMPLETED _8mll1~ EXCAVAllON CONTRACTORN'lV Excev'_t!I19__ ____ _ ______ _ EXCAVAllON METHOD LOGGED BY _S.CW w ~g ~ffi w., TESTS ..J:! C "-:::> :liZ <II MC= 7.30% MC -10.80% CHECKED BY SCYJo' ___ _ oj ~ 0 :%:8 oj ~..J ::;; (!) SM SM TEST PIT NUMBER TP·3 PAGE 1 OF 1 PROJECT NAME ~L.ston PRO~CT L~AllON . RentOJ1,W~!.hl~gt2."-____ =~==. GROUND ELEVAllON 507 ft.... TEST PIT SIZE __ _ GROUND WATER LEVELS: AT liME OF EXCAVAllON ATENDOFEXCAVAllON -= ____ _ AFTER EXCAVAllON _-"' __ MATERIAL DESCRIPTION -becomes very dense MC=8.7Q% Bottom ottest p;t at 7.5 feet. " .. Earth Solutions NW 1805136111 Place N.E., SuH. 201 Bellevue, Washington 98005 Telephone: 425-284-3300 CLIENT West Pac Q!~jopment PROJECT NUMBER .. ~~1. TEST PIT NUMBER TP-4 PAGE 1 OF 1 PROJECT NAME Eagleslon PROJECT LOCATION Renton, W.shl.ng~o . DATE STARTED 8/28/1;1. COMPLETED .~128113 GROUND ELEVATION 5tO It TEST PIT SIZE EXCAVATION CONTRACTOR NW Excavating EXCAVATION METHOD GROUND WATER LEVELS: LOGGED BY sew CHECKED BY sew AT TIME OF EXCAVATION AT END OF EXCAVATION AFTER EXCAVATION -.. NOTES Depth of TopSOIl & Sod 4'\ forel>! ~uff W l: ~8'i u; 0 !i;g WID TESTS <i ~8 ..... :; ~ ~ ..... <> "-:::> ~z ::> (!I 0 SM 2·(L MC = 6.40% 5 SM MC~9.20% . !..~ MATERIAL DESCRIPTION Brown silly SAND with gravel, medium dense, damp -scattered roots .. Gray sillY SAND with gmet, dense, damp--.-.-50S.Q -partially cemented --becomes very dense ~mesmoist 502.5 Test pit terminated at 7.5 teel below existing giliiie.No groundwater encountered durlng-I excavation. Bottom of test p. at 7.5 _. I.L-~ __ L-______ ~-L~ ____________________________________ __ Earth Solutions NW le051361h Place N.E., Suite 201 Bellevue, Washington 98005 Telephone: 425-284-3300 CLlENT_Wf!!!.!,ac ~-"eIQPmeJl! __ PROJECT NUM~~R_ .19.11. TEST PIT NUMBER TP-5 PAGE 1 OF 1 PROJECT NAME.I:!I.9L.~o.~ .. _ ... _ .. __ . PROJECT LOCATION Htnl9A Wa~l'!lltQ.n ~~~~ DATE STARTED 8/28113 COMPLETED et;!~113 GROUND ELEVATION 519 It TEST PIT SIZE EXCAVATION CONTRACTOR .~ El[!!"v@ting. __ ._. GROUND WATER LEVELS: EXCAVATION METHOD LOGGED BY.I$.C;W W 0.. ~a: :J: ~g will TESTS ..J::E 0 0..::) !Z Me= 13.00% MC=9.70% CHECKED BY .1~C;W. __ _ AT TIME OF EXCAVATION AT END OF EXCAVATION AFTER EXCAVATION -. <Ii t> ~8 t:i gj if .. ' (!) SM SM MATERIAL DESCRIPnON -scettered roots Gray sl~y'SAND with gravel, dense, damp - -partially cemented -becomes very dense Tesl p~ teimlnated at 7.5 feet beiow existing grade.No·grounawater encOuntOl8d excavation, Bottom of test pit at 7.5 feet. AppendixB Laboratory Test Results ES-2971 Earth Solutions tfN. LLC • Earth Solutions NW GRAIN SIZE DISTRIBUTION = I I I . , 1805 -13StI1 Place N.E., Suite 201 Bellevue, WA 98005 Telephone: 425-284-3300 CLtENT WestPac Develol!!llent LLC PROJECT NAME Eagleston _ -- PROJECT NUMBER ES-2971 PROJECT LOCATION Renton -u.s. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1 3/4 1f2 3 4 6 810 1416 20 30 40 5060 100140200 100 I ~ I I I I I I I 95 f\ ~ ---_.--_. 1--C---- 90 1"---.. -r----\. \ '< 85 'Q --. - & 80 --_ .. I--.. .---- ~ It: 75 " -1~'6. \ 70 . "'" l,\ \ !i: 65 I~ 52 60 ~ ,\ >-55 -1--b '" a: ,4 w 50 ~ \ z u:: !i 45 ~ w ffi 40 ~~ 11. 35 \ 30 25 20 15 ----I-- 10 5 I-- 0 , 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES: GRAVEL SAND SILT OR CLAY coarse I flne coarse I medium I fine Specimen Identification Classification PI Cc Cu 0 TP-1 3.Oft. USDA: Dark Brown Sandy Loam. uses: SM. 181 TP-2 5.Oft. USDA: Light Brown Gravelly Sandy Loam. uses: SM w Gravel. " TP-3 7.5ft. USDA: Light Brown Gravelly Sandy Loam. uses: SM. Specimen Identification 0100 060 030 010 %5i1t %Clay .0 TP-1 3.Oft. 9.5 0.221 41.9 ~ TP-2 6.Oft. 37.5 0.493 30.0 " TP-3 7.5ft. 37.5 0.397 33.7 EMAIL ONLY Distribution ES·2971 WestPac Development 7449 West Mercer Way Mercer Island, Washington 98040 Attention: Mr. Peter O'Kane Earth Solutions NW, LLC APPENDIXC Wetland Reconnaissance Report The Watershed Company TECHNICAL MEMORANDUM WATERSHED Date: To: From: September 30, 2013 Peter O'Kane Mike Foster '. I, , /~ I i Project Number: Project Name: Renton Eagleston/Zemanek Subject: Wetland Reconnaissance Report for the Eagleston/Zemanek project area in the City of Renton Introduction On Thursday, July 18, 2013, Watershed Company Ecologist, Mike Foster, visited the four subject parcels to screen for jurisdictional wetlands and streams, The tax identification numbers of the four subject parcels, all located in the City of Renton, are 619840-0247, -0241, -0260, and -0280, Methods Public-domain information on the subject property was reviewed for this study. These sources include USDA Natural Resources Conservation Service Soil maps, U.s, Fish and Wildlife Service National Wetland Inventory maps, Washington Department of Fish and Wildlife interactive mapping programs (PHS on the Web and SalmonScape), King County's GIS mapping website (iMAP), and the City of Renton Municipal Code Wetland Map (Figure 4-3-05OQ5). The study area was evaluated for wetlands using methodology from the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, aHd Coast RegioH Version 2.0 (Regional Supplement) (US Army Corps of Engineers [Corps) May 2010). The wetland boundaries were determined on the basis of an examination of vegetation, soils, and hydrology. Areas meeting the criteria set forth in the Regional Supplement were determined to be wetland, Soil, vegetation, and hydrologic parameters were sampled at several locations on the subject property to make the determination. Data points on-site are marked with yellow-and black-striped flags. We recorded data at two of these locations. Findings The site is generally situated on a topographic plateau with only very minor variations in elevation, Four on-site houses and one auxiliary structure are surrounded by landscaped lawn, shrubs and a few deciduous and evergreen trees, The west half of the south parcel (number -0280) varies from the rest of the 750 Sixth Street South I Kirkland, WA 98033 P 425.822.5242 / -425.827.8136 watershedco,com The Watershed Company Wetland Reconnaissance Report September 30, 2013 Page 2 subject area as it is a non-maintained forest characterized mostly by mature big leaf maple (Acer macrophyllum, FACU), red alder (Alnus rubra, FAC), Scouler's willow (Salix scouleriana, FAC) and some Douglas fir trees. The understory vegetation is mostly Himalayan blackberry (Rubus armeniacus, FACU), salmonberry (Rubus spectabilis, FAC), vine maple (Acer circinatum, FAC), red elderberry (SamlJUcus racemosa, FACU), and sword fern (Polystichum nlunitunl, FACU). Most of the vegetation found in the subject area is typical of non- wetland areas. An area along the south parcel boundary contains some wetland vegetation. Douglas' spirea (Spiraea douglas ii, FACW), water birch (Betula occidentalis, FACW), and black cottonwood (Populus balsamifera, FAC) saplings dominate this small area. Some soft rush (Juncus effusus, FACW) is growing in the understory. The presence of algal mats, water stained leaves, and water marks on stems and trunks are indicators that the area had been inundated with surface water sometime in the last year. However, the bright color of the rooting zone soil matrix (dark yellowish brown (lOYR 4/4)) along the south parcel boundary shows the inundation has not occurred for long enough during the growing season for wetland soils to develop (see DP-2). Despite the presence of wetland plants and indicators of wetland hydrology, the area does not currently meet jurisdictional wetland criteria. The water marks on-site appear to be consistent with an area of surface water (and possible former wetland conditions) noted on the neighboring parcel to the south on recent historical aerial photography. The off-site parcel is currently being developed under a building permit, so the conditions observed are no longer present. No jurisdictional wetland or stream features are located within the subject area. 750 Sixth Street South WETLAND DETERMINATION DATA FORM Kirkland, Washington 98033 rr=====i1 (425) 822-5242 Western Mountains, Valleys, and Coast Supplement to the II II watershedco.com 1987 COE Wetlands Delineation Manual DP-1 Project Site: Renton Eagleston/Zemanek Sampling Date: 7118/2013 Applicant/Owner: I Sampling Point: DP-1 Investigator: Mike Foster City/County: Renton I Kina Sect.. Township, Range S 33 T 23N R 05E State: WA Landform (hillslope, terrace, etc) I Terrace Slope (%) 10 I Local relief (concave, convex, none) I Flat Subregion (LRR) I A I La' J 47_43 Long J -122_18 I Datum ~ Soil Map Unit Name I Alderwood gravelly sandy loam, 0 to 6 percent slopes I NW I classification I N/A Are climatic/hydrologic conditions on the site typical for this time of year? tIJ Yes tB::J No (If no, explain in remarks.) Are "Normal Circumstances" present on the site? [8J Yes D No Are Vegetation 0, Soil, 0, or Hydrology 0 significantly disturbed? Are Vegetation 0, Soil, 0, or Hydrology 0 naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS -Attach site maD showina samDlina Doint locations transects imDortant features etc_ Hydrophytic Vegetation Present? Hydric Soils Present? I § I ~:: I ~ I ~~ Is this Sampling Point within a Wetland? IT] Yes ~ No Wetland Hydrology Present? DYes [8J No Remarks: Poinllaken at the north edge of the south parcel VEGETATION -Use scientific names or plants. Tree Stratum (Plot size 5m diam. ) Absolute % Dominant Indicator Dominance Test Worksheet Cover Species? Status 1 Acer macrophyllum 50 Y FACU Number 01 Dominant Species 2. that are OSL, FACW, or FAC: 2 (A) 3 Total Number of Dominant 4 Species Across AU Strata: 3 (B) _ Total Cover Percent of Dominant Species that are OSL, FACW, or FAC: (AlB) Sapling/Shrub Stratum (plot size 3m diam. ) 1. Rubus sDectabilis 45 Y FAC Prevalence Index Worksheet 2. IQ!i\1 ('{~ QQv~r QI 1'.::1!.!lti(2I:1:': !;!:I:': 3. OSL species xl = 4 FACW species x2", 5 FAC species x3= FACU species x4", = Total Cover ,s- Herb Stratum (Plot size lmdiam. ) Column totals (A) 8) 1 Ranunculus repens 100 Y FAC 2. Prevalence Index = B / A = 3. 4. Hvdro hvtic Veaetation Indicators 5. Dominance test is > 50% 6 Prevalence test is s; 3.0 • 7. Morphological Adaptations· (provide supporting s. data in remarks or on a separate sheet) 9 Wetland Non-Vascular Plants' to. Problematic Hydrophytic Vegetation' (explain) It. '" Total Cover * Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic Woody Vine Stratum (Plot size • 1 2. Hydrophytic Vegetation Yes [gJ D No '" Total Cover Present? % Bare Ground in Herb Stratum Remarks: US Army Corps of Engineers Western Mountains, Valfeys, and Coast -fnterim Version SOIL Samplina Point -Dp· 1 Profile Oeseri lion: Describe to the dli!Pth needed 10 document the Indicator or confirm the absence of Indicators_ Depth Matrix Redox Features (inches) Color moist % Color moist % Type Loc Texture Remarks 0-12" very dark brown 100 -i10YR 2/21 -- - Sandy loam 12 -16" brown (10YR 4/3) 98 dark yellowish brown'(10YR 4/4) 2 - - Sandy loam 1Type: C",Concentratian, D",Deplelion, RM=Reduced Matrix, CS",Covered or Coated Sand Grains 2Loc: PL=Pore Lining, M=Matrix ~ dric Soillndicator.o (Applicable to _II L~ unless otherwise noted,) Indicators for Problematic Hydric 50ils3 Hisfosol (AI) 0 Sandy Redox (55) 00 2cm Muck (A 10) Hislic Epipedon (A2) ro-Stripped Matrix {56} o Red Parent Malerial (TF2) Black Hislic (A3) : 0 Loamy Mucky Mineral (F1) (except MLRA 1) 8 Other (explain in remarks) =S: Hydrogen Sulfide (A4) D Loamy Gleyed Matnx (F2) Depleted Below Dark Surface (A1t) : D Depleted Matrix (F3) :3 Indicators of hydrophytic vegetation and wetland hydrology must ~ Thick Dark Surface (At2) D Redox Dark Surface (F6) ~ Sandy Mucky Mineral (S1) : D Depleted Dark Surface (F7) be present, unless disturbed or problematic Jd. Sandy Gleyed Matrix (S4) ~ Redox Depressions (FB) Restrictive Laver (if present): Type: Hydric soil present? I Yes rJ I I No [XlI Depth (inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: Pomary Indicators (minimum of one requi~heck all that apply): [f Surface water (A 1) D Sparsely Vegetated Concave Surface (BS) ~ High Water Table (A2) : D Waler-Stained Leaves (except MLRA 1,2, 4A & 4B) (B9) D Saturation (A3) D Saft Crust (Bll) IQ Water Marks (Bt) ~ Aquatic Invertebrates (BI3) r-o Sediment Deposits (B2) r-tJ Hydrogen Sulfide Odor (et) ~ Drift DepOSits (B3) : 0 Oxidized Rhizospheres along Living Roots (C3) o Algal Mat or Crust (B4) 0 Presence of Reduced Iron (C4) !=C Iron DepOSits (85) ro Recent Iron Reduction in Tilled Soils {C6} ~ Surface Soil Cracks (B6) : 0 Stunted or Stressed Plants (Dt) (LRR A) o Inundation Visible on Aerial 0 Other (explain in remar1<.s) L-Imagery (B7) L-- FIeld Observations Surface Water Present? Yes No Depth (in): Water Table Present? Ve' No Secondary Indicators (2 or more required): Water-Stained Leaves (89) (MLAA 1,2, 4A & 48) Drainage Patterns (Bl 0) Dry-Season Water Table (C2) Saturation Visible on Aerial Imagery (C9) Geomorphic Position (02) ~ Shallow Aquitard (D3) ~ FAC-Neutral Test (05) ~ Raised Ani Mounds (D6) (LAR A) L.....bJ Frost-Heave Hummocks ~ ~ Depth (in): Weiland Hydrology Present? I Ve, DI I No [g] 1 Saturation Present? Yes No Depth (in): ~14" (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: us Army Corps of Engineers Western Mountains, Vafleys, and Coast -Interim Version 750 Sixth Street South WETLAND DETERMINATION DATA FORM Kirkland, Washington 98033 Western Mountains, Valleys, and Coast Supplement to the rrll=====;]11 (425) 822-5242 1987 COE Wetlands Delineation Manual DP-2 watershedco.com Project Site: Renton EaglestonfZemanek Sampling Date: 7/18/2013 Applicant/Owner: I Sampling Point: DP-2 Investigator: Mike Foster City/County: Renton f Kina Sec\., Township, Range 533 T 23N R 05E State: WA Landform (hillslope, terrace, etc) I Terrace Slope (%) I 0 I local relief (concave, convex, none) I Flat Subregion (LRR) I A I Lat J 47.43 Long I -122.18 I Datum I Soil Map Unit Name I Alderwood gravelly sandy loam, 0 to 6 percent slopes I NWI classification I N/A Are climatic/hydrologic conditions on the site typical for this time of year? [IJ Yes C:BJ No (If no, explain in remarks.) Are "Normal Circumstances" present on the site? Yes 0 No Are Vegetation D, Soil, D, or Hydrology D significantly dIsturbed? Are Vegetation 0, Soil, D, or Hydrology 0 naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS -Attach site mao showlna samDlinq point locations, transects imDortant features etc, Hydrophytic Vegetation Present? HydriC Soils Present? I ~ I ~:: I ~ I ~~ Is this Sampling Point within a Wetland? [QJ Yes ~ No Wetland Hydrology Present? 181 Yes 0 No Remarks: VEG ETATION U -f I se SCientific names 01 plants. Tree Stratum (Plot size 5m diam. ) Absolute % Dominant Indicator Dominance Test Worksheet Coyer Species? Status 1. Number of Dominant Species 2 that are OBL, FACW, or FAC: (A) 3 Total Number of Dominant 4. Species Across All Strata: (B) "" T olal Cover Percent of Dominant SpeCies that are OBL, FACW, or FAC: (AlB) Sapling/Shrub Stratum (Plot size 3m diam. ) 1. Populus balsamifera (saplinQs) 90 Y FAC Prevalence Index Worksheet 2. Rubus specl.bllls 10 N FAC 121s1 't'i QQv:\1:r Qf M!.!lli(2I!lt!!l 3. Spiraea douglasii 2 N FACW OBL species xl"" 4. FACW species ,2 S FAC spedes ,3_ FACU species '4_ "" Tolal Cover ,5< Herb Stratum (Plot size lmdiam. ) Column tolals (A) B 1. Juncus effusus 15 Y FACW 2. carex deweyana 5 N FACU Prevalence Index = B I A = 3 4. Hvdro hvtic Ve!:letation Indicators 5. Dominance tesl is > 50'% , Prevalence lest is:S 3.0 • 7. Morphological Adaptations· (provide supporting .. data in remarks or on a separale sheet) 9 Wetland Non-Vascular Plants' 10. Problematic Hydrophytic Vegetation· (explain) 11. _ Tolal Cover * Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic Woody Vine Stratum (Plot size ) 1. 2. Hydrophytic Vegetation Yes (gJ 0 ~ Tolal Cover Present'? No % Bare Ground in Herb Stratum Remarks: Site cleared in the last ten years. Hydro may have recently been altered. Near a large trench associated with neighboring development. US Army Corps of Engineers Western Mountains, Valleys, and Coast -Interim Version SOIL Sampling Point -DP-2 Profile Deseri tion: Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Aedox Features (inches) Color moist % Color moist % Type Loc Texture Remarks 0-14" dark yellowish brown-(10YR 414) 98 7.SYR 416 2 RM M Sandy Loam 'Type: C=Concentration, D""Depletion, RM"Reduced Matrix, CS",Covered or Coaled Sand Grains 2Loc: Pl=Pore lining, M=Malrix ~driC Soil Indicators: (Applicable to all L~, unless otherwise noted.) Indicators for Problematic Hydric Sol153 o Histosol (A 1 ) ~ Sandy Redox (S5) 00 2cm Muck IA10) ro Hishc Epipedon (A2) ~ Stripped Matrix (56) Red Parent Material (TF2) ~ Black Histic (A3) r-* Loamy Mucky Mineral (Fl) (except MLRA 1) o Other (explain in remarks) ~ Hydrogen Sulfide (A4) ~ Loamy Gleyed Matrix (F2) 0 ~ Depleted Below Dark Surface (A 11) ~ Depleted Matrix (F3) J Indicators of hydrophytic vegetation and wetland hydrology must o Thick Dark Surface (AI2) 0 Redox Dark Surface (F6) ~ Sandy Mucky Mineral (SI) i 0 Depleted Dark Surface (F7) be present, unless disturbed or problematic rll Sandy Gleyed Matrix (S4) & Redox DepreSSions (Fa) Restrictive Layer (if present): I n I I ~I Type: Hydric soil present? Yes No Depth (inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one reqUi~heck all thar apply): Secondary Indicators (2 Dr more required): ~ Surface water (A I) 0 Sparsely Vegetated Concave Surface (88) ~ Wale,-Sla',ed Leaves 169) IMLRA 1,2. 4A & 48) o High Water Table (A2) : 0 Water-Stained Leaves (except MLRA 1,2, 4A & 4B) (B9) Drainage Patterns (810) Saturation (A3) 0 Salt Crust (81 t) ~ D'y-Se",o, Wale, Table le2) Water Marks (Bl) t--[] Aquatic Invertebrates (813) Saturation ViSible .on Aerial Imagery (Cg) Sediment Deposits (B2) I 0 Hydrogen Sulfide Odor (Ct) Geomorphic PoSItion (D2) ~ Drift Deposits (B3) ~ Oxidized Rhizospheres along Living Roots (C3) ~ Shallow Aquitard (D3) Algal Mat or Crust (84) ~ Presence of Reduced Iron (C4) t8J FAC-Neutral Test (OS) Iron Deposits (85) ~ Recent Iron Reduction in Tilled Soils (C6) ~ Raised Ant Mounds (06) (LRR A) Surface Soil Cracks (86), ~ Stunted or Stressed Plants (01) (L.RR A) c...bl Frost-Heave Hummocks Inundation Visible on Aerial 0 Other (explain in remarks) ~ Imagery (B7) ~ Field Observations Surface Water Present? ~ Yes ~ No Depth (in): Water Table Present? Yes No Depth (in): I Yes [2]1 1 No D 1 Wetland Hydrology Presenl? Saturation Present? Yes No Depth (in): -14" (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: uS Army Corps of Engineers Western Mountains, Valleys, and Coast -Interim Version &AGO TITLE COMPANY .. _FfHAVENVE,#2300,SEATILE, WA 98104 ,. PLAT CERTIFICATE Order No.: 1369795 Certificate for Filing Proposed Plat: In the matter of the plat submitted for our approval, this Company has examined the records ofthe County Auditor and County Clerk of KING County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in said KING County, to-wit: SEE SCHEDULE A (NEXT PAGE) VESTED IN: JOYCE J. EAGLESON, AS HER SEPARATE ESTATE, AND THE HEIRS AND DEVISEES OF GLEN A. EAGLESON, DECEASED, AS TO PARCELS A AND B; RANDOLPH G. EAGLESON, AS HIS SEPARATE ESTATE, AS TO PARCEL C, AND GREG J. ZEMANEK AND JOSSIE G. ZEMANEK, HUSBAND AND WIFE, AS TO PARCEL D EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $350.00 TAX: $33.25 Records examined to AUGUST 12, 2013 at 8: 00 AM By DARYL AVIDIS Title Ofll\:er (206) 62'8-5610 RECEIVED OCT I 72013 I'LA'i'CRTA/RDA/flm PARCEL A: _ICAGO TITLE COMPANY PlAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION Order No.: 1369795 THE EAST 185.35 FEET OF THE WEST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 92.675 FEET THEREOF; TOGETHER WITH THE EAST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 300 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER THE SOUTH 10 FEET OF THE WEST 222.195 FEET OF SAID LOT 3; AND TOGETHER WITH AN EASEMENT FOR DRIVEWAY OVER THE EAST 30 FEET OF LOTS 1 AND 3, BLOCK 1 OF SAID ADDITION. PARCBL 5: THE WEST HALF OF LOT 3, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 129.52 FEET THEREOF; EXCEPT THE EAST 92.675 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER THE SOUTH 10 FEET OF THE WEST 222.195 FEET OF SAID LOT 3; AND TOGETHER WITH AN EASEMENT FOR DRIVEWAY OVER THE EAST 30 FEET OF LOTS 1 AND 3, BLOCK 1 OF SAID ADDITION. PARCEL C: LOT 4, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON. PARCEL D: LOT 5, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON. PlATCRTL/RDA/C9.l9 CHICAGO TITLE COMPANY PLAT CERTIFICATE SCHBDULEB Order No.: 1369795 This certificate does not insure against loss or damage by reason of tbe following exceptions: GENERAL EXCEPTIONS: A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, flfst appearing in tbe public records or attaching subsequent to tbe effective date hereof but prior to the date tbe proposed insured acquires for value of record tbe estate or interest or mortgage thereon covered by tbis Commitment. B. Rights or claims of parties in possession not shown by tbe public records. C. Encroachments, overlaps, boundary line disputes, and any other matters wbich would be disclosed by an accurate survey and inspection of tbe premises. D. Easements or claims of easements not shown by the public records. E. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material beTetofore or bereafter furnished, all as imposed by law, and not .hown by tbe public records. F. Liens under the Workmen'. Compensation Act not sbown by tbe public records. G. Any service. installation, connection, maintenance or construction charges for sewer) water, electricity or garbage removal. H. General taxes not now payable; matters relating to special assessments and speciallevie., if any, preceding or in the same becoming a lien. I. Reservation. or exceptions in patent. or in Acts autborizing the issuance thereof; Indian tribal code. or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims, or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE UABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($l000.00). PLATCRTB/RDA/orm .ICAGO TITLE COMPANY • PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS Order No.: 1369795 A THE FOLLOWING MATTERS APPECT PARCELS A, B AND C: • 1. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE PLAT OF NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4. c 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETTS CORPORATION ELECTRIC DISTRIBUTION LINE AS CONSTRUCTED ON PARCELS A AND B NOVEMBER 23, 1960 5226399 D 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: INGRESS, EGRESS AND UTILITIES THE SOUTH 20 FEET OF PARCEL A NOVEMBER 20, 1980 8011200192 4. EASEMENT PROVISIONS DISCLOSED BY INSTRUMENT AND THE TERMS AND CONDITIONS THEREOF: IN FAVOR OF: PRESENT AND FUTURE OWNERS OF ADJOINING , LANDS PURPOSE: ROAD PURPOSES AFFECTS: THE SOUTH lO FEET OF PARCEL B AND OTHER PROPERTY RECORDED: JANUARY l6, 1981 RECORDING NUMBER: 8l0ll60238 T 5. RIGHT TO ENTER SAID PREMISES TO MAKE REPAIRS, AND THE RIGHT TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON PROPERTY ADJOINING SAID PREMISES, AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9l11210817. G AFFECTS: PARCEL B B 6. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: GEORGE L. SMITH AND MARLYS J. SMITH KING COUNTY WATER DISTRICT NO. 58 PLATCRTBI/RDA/OIJ99 e1CAGO TITLE COMPANY • RECORDED: RECORDING NUMBER: PLAT CERTIFICATE SCHEDULE B (Continued) OCTOBER 19, 1959 5092754 Order No.: 1369795 REGARDING: PERMIT TO CONNECT TO A TEMPORARY WATER SERVICE r AFFECTS: PARCEL A AND B J 7. ROAD MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: RECORDING NUMBER: APRIL 25, 1974 7404250236 AFFECTS: PARCEL A, B AND OTHER PROPERTY L 8. TERMS AND CONDITIONS, IF ANY, CONTAINED IN KING COUNTY UNRECORDED LOT LINE ADJUSTMENT NUMBER S91L01l9. SAID LOT LINE ADJUSTMENT MUST BE SUBMITTED FOR REVIEW AND RECORDATION PRIOR TO CLOSING. N AFFECTS: PARCEL A N 9. NOTICE OF ONSITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS, INCLUDING THE TERMS AND PROVISIONS THEREOF: RECORDED: RECORDING NUMBER: o AFFECTS: PARCEL C DECEMBER 18, 2000 200012181000959 • 10. SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE AND AGREEMENT OF FUTURE CONNECTION, INCLUDING THE TERMS AND PROVISIONS THEREOF: RECORDED: RECORDING NUMBER: Q AFFECTS: PARCEL C JANUARY 3, 2001 20010103000336 • 11. SOOS CREEK WATER & SEWER DISTRICT, MEMORANDUM OF DEVELOPER EXTENSION REIMBURSEMENT AGREEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF: RECORDED: RECORDING NUMBER: JANUARY 6. 2009 20090106001236 PUTCR.B2/RDA/fIm ·ICAGO TITLE COMPANY PLAT CERTIFICATE SCHEDULE B (Continued) 8 AFFECTS: PARCEL C AND OTHER PROPERTY • Order No.: 1369795 r 12. SOOS CREEK WATER & SEWER DISTRICT, SPECIAL CONNECTION CHARGE #317, INCLUDING THE TERMS AND PROVISIONS THEREOF: RECORDED: RECORDING NUMBER: JANUARY 6, 2009 20090106001250 u AFFECTS: PARCEL C AND OTHER PROPERTY v 13. SOOS CREEK WATER & SEWER DISTRICT, SPECIAL CONNECTION CHARGE #317, INCLUDING THE TERMS AND PROVISIONS THEREOF: RECORDED: RECORDING NUMBER: JUNE 18, 2009 20090618000118 AFFECTS: PARCEL C AND OTHER PROPERTY 14. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1. SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE-LAND: ASSESSED VALUE-IMPROVEMENTS: GENERAL & SPECIAL TAXES: AFFECTS: PARCEL A 2013 619840-0241-00 2128 $ 169,000.00 $ 55,000.00 BILLED: $ 3,281.73 PAID: $ 1,640.87 UNPAID: $ 1,640.86 y 15. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE-LAND: 2013 619840-0247-04 2128 $ 18,000.00 PlA1'CRB2/RDA/f1m .ICAGO TITLE COMPANY • PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1369795 ASSESSED VALUE-IMPROVEMENTS: GENERAL & SPECIAL TAXES: AFFECTS: PARCEL B $ 0.00 BILLED: $ 269.10 PAID: $ 134.55 UNPAID: $ 134.55 • 16. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND FENALTIES) : YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE-LAND: ASSESSED VALUE-IMPROVEMENTS: GENERAL & SPECIAL TAXES: AFFECTS: PARCEL C 2013 619840-0260-06 2128 $ 298,000.00 $ 18,000.00 BILLED: PAID: UNPAID: $ 4,622.56 $ 2,311.28 $ 2,311.28 BD 17. PLEASE BE ADVISED THAT OUR SEARCH DID NOT DISCLOSE ANY OPEN DEEDS OF TRUST OF RECORD. IF YOU SHOULD HAVE KNOWLEDGE OF ANY OUTSTANDING OBLIGATION, PLEASE CONTACT THE TITLE DEPARTMENT IMMEDIATELY FOR FURTHER REVIEW. AS AFFECTS: PARCELS A, B AND C AC 18. THE MOBILE HOME OR MANUFACTURED HOME (AS DEFINED IN RCW 46.04.302) LOCATED OR TO BE LOCATED ON THE REAL PROPERTY DESCRIBED HEREIN IS SUBJECT TO LICENSING AND TITLE REGISTRATION BY THE DEPARTMENT OF MOTOR VEHICLES PURSUANT TO ,RCW. 46.12.290. •• AFFECTS: PARCEL C AD 19. PENDING PROBATE PROCEEDINGS IN KING COUNTY SUPERIOR COURT OF THE ESTATE OF GLEN A. EAGLESON: DATE OF DEATH: CASE NUMBER: PERSONAL REPRESENTATIVE(S) : ATTORNEY FOR THE ESTATE: JULY 21, 2004 04-4-05384-3 JOYCE J. EAGLESON CAROLANN O'BRIEN STORLI PlATCRB2/RDA/CR99 _ICAGO TITLE COMPANY PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1369795 THE PERSONAL REPRESENTATIVE(S) HAS/HAVE BEEN GRANTED NON-INTERVENTION POWERS TO SELL, CONVEY OR MORTGAGE THE PROPERTY. AFFECTS: PARCEL A AND B '"' 20. LIEN OF SUCCESSION TAXES, IF ANY, IN THE ESTATE OF GLEN A. EAGLESON, DECEASED. KING COUNTY PROBATE CASE NUMBER 04-4-05384-3. AO AFFECTS: PARCEL A AND B .... TIIlI POLLOWING KATTERS APPBCT PARCBL D: '" 21. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE PLAT OF NORTHWESTERN GARDEN TRACTS, DIVISION NUMBER 4. AJ 22. AFFIDAVIT REGARDING ACCESSORY DWELLING UNIT, INCLUDING THE TERMS AND PROVISIONS THEREOF: RECORDED: RECORDING NUMBER: MAY 13, 2005 20050513001971 AJ: 23. DECLARATION OF COVENANT AND GRANT OF EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF: RECORDED: RECORDING NUMBER: OCTOBER 12, 2005 20051012002418 AL 24. SOOS CREEK WATER & SEWER DISTRICT, MEMORANDUM OF DEVELOPER EXTENSION REIMBURSEMENT AGREEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF: 10M AN 25. AO RECORDED: RECORDING NUMBER: AFFECTS: INCLUDES OTHER SOOS CREEK WATER & SEWER INCLUDING THE TERMS AND RECORDED: RECORDING NUMBER: PROPERTY DISTRICT JANUARY 6, 2009 20090106001236 SPECIAl CONNECTION PROVISIONS THEREOF: JANUARY 6, 2009 20090106001250 AFFECTS: INCLUDES OTHER PROPERTY CHARGE #317, PlATCRB2/RDAjr:JWJ .ICAGO TITLE COMPANY PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1369795 .up 26. SOOS CREEK WATER & SEWER DISTRICT SPECIAL CONNECTION CHARGE #317, INCLUDING THE TERMS AND PROVISIONS THEREOF: RECORDED: RECORDING NUMBER: AQ AFFECTS: INCLUDES OTHER PROPERTY JUNE 18, 2009 20090618000118 ... 27. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS 00 NOT INCLUDE INTEREST AND PENALTIES) : YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE-LAND: ASSESSED VALUE-IMPROVEMENTS: GENERAL & SPECIAL TAXES: All 28. ASSESSMENT: AMOUNT: INTEREST: COMMENCING 30 DAYS AFTER: ANNUAL INSTALLMENTS: INSTALLMENTS PAID: INSTALLMENTS DELINQUENT: NEXT INSTALLMENT DUE: LEVIED BY: FOR: L.I.D. NUMBER: ACCOUNT NUMBER: 2013 619840-0280-02 2128 $ 298,000.00 $ 250,000.00 BILLED: $ 8,003.01 PAID: $ 4,001.51 UNPAID: $ 4,001.50 $ 12,776.75 6.25% FEBRUARY 1, 2006 15 6 1 FEBRUARY 1, 2014 KING COUNTY SOOS CREEK SEWER DISTRICT SEWER 107-S 0252 619840 0280 02 AT 29. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: GREG J. ZEMANEK AND JOSSIE G. ZEMANEK, HUSBAND AND WIFE WASHINGTON SERVICES, INC., A WASHINGTON CORPORATION WASHINGTON FEDERAL SAVINGS $ 497,000.00 PUo1CRB2/RDA/t:m9 .JCAGO TITLE COMPANY DATED: RECORDED: RECORDING NUMBER: LOAN NUMBER: PLAT CERTIFICATE SCHEDULE B (Continued) DECEMBER 6, 2005 DECEMBER 12, 2005 20051212000089 NOT DISCLOSED Order No.: 1369795 THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. AU MODIFICATION OF DEED OF TRUST (ADDITIONAL ADVANCE AGREEMENT) AND THE TERMS AND CONDITIONS THEREOF: DATED: RECORDED: RECORDING NUMBER: SEPTEMBER 15, 2006 SEPTEMBER 26, 2006 20060926002258 AV 30. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: LOAN NUMBER: GREG J. ZEMANEK AND JOSSIE G. ZEMANEK, HUSBAND AND WIFE WASHINGTON SERVICES, INC., A WASHINGTON CORPORATION WASHINGTON FEDERAL SAVINGS $ 65,000.00 FEBRUARY 14, 2008 FEBRUARY 21, 2008 20080221000197 NOT DISCLOSED THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. THE DEED OF TRUST SET FORTH ABOVE IS PURPORTED TO BE A "CREDIT LINE" DEED OF TRUST. IT IS A REQUIREMENT THAT THE TRUSTOR/GRANTOR OF SAID DEED OF TRUST PROVIDE WRITTEN AUTHORIZATION TO CLOSE SAID CREDIT LINE ACCOUNT TO THE LENDER WHEN THE DEED OF TRUST IS BEING PAID OFF THROUGH THE COMPANY OR OTHER SETTLEMENT/ESCROW AGENT OR PROVIDE A SATISFACTORY SUBORDINATION OF THIS DEED OF TRUST TO THE PROPOSED DEED OF TRUST TO BE RECORDED AT CLOSING. AY THB FOLLOWJ:NG MATTBRS ArnCT ALL PARCBLS, JtZ 31. THB LBGAL DBSCRJ:PTJ:ON IN THIS CERTIFlCATB J:S BASED ON INFORMATION PROVJ:DED WJ:TH THB APPLICATION AND THB PUBLIC RECORDS. THB PARTIBS RECBIVING THIS CERTIFlCATB MUST NOTIFY THB TITLB INSURANCB COMPANY IF THB DBSCRIPTION DOBS NOT CONFORM TO THBIR EXPBCTATIONS. PLATCRB2/RDA/C#i9 NOTE 1: ·ICAGO TITLE COMPANY PLAT CERTIFICATE SCHEDULE B (Continued) • Order No.: 1369795 ANY MAP FURNISHED WITH THIS CERTIFICATE IS FOR CONVENIENCE IN LOCATING THE LAND INDICATBD HEREIN WITH REFERENCE TO STREETS AND OTHER LAND. NO LIABILITY IS ASSUMED BY REASON OF RELIANCE THEREON. NOTE 2: EFFECTIVE JANUARY 1, 1997, DOCUMENT FORMAT AND CONTENT REQUIRBMENTS HAVE BEEN IMPOSED BY WASHINGTON LAW. FAILURE TO COMPLY WITH THE FOLLOWING REQUIREMENTS MAY RESULT IN REJECTION OF THE DOCUMENT BY THE COUNTY RECORDER OR IMPOSITION OF A $50.00 SURCHARGE. FOR DETAILS OF THESE STATEWIDE REQUIREMENTS PLEASE VISIT THE KING COUNTY RECORDER'S OFFICE WEBSITE AT WWW.KINGCOONTY.GOV/BUSINBSS/RBCORDBRS.ASPX AND SELECT ONLINE FORMS AND DOCUMBNT STANDARDS. THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: PORTIONS OF LOT 3 AND ALL OF LOTS 4 & 5, BLOCK 2, VOLUME 47 OF PLATS, PAGE 74. END OP SCHBDULZ B pr.ATCRB2/RDA/0999 ellCAGO TITLE COMPANY PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1369795 Be THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS CERTIFICATE: ESM CONSULTING ENGINEERS, LLC EVAN.MANN@ESMCIVIL.COM EVAN MANN WESTPAC DEVELOPMENT BRENDA@WESTPACDEVELOPMENT.COM BRENDA Ell Ell PlATCRB2/RDA/0999 CHICAGO TI1L~ COMPANY • 701 FIFfH AVENUE, #2300, SEA TrLE, WA 98104 PHONE: FAX: (206)628-5610 (206)628-9717 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. ,. ." " " :' , " , ", ~,~ . I.!.,. " \ .• 0 A~ ~(;; j 3.1.' " , '" , ~ 'h" J~~~' (if),' G ..:~, " " 164." I.JI K CrrlD $""-"lt ." IH.U © 1 ,." K.C. LLA • S91LOll!l S. 70 ... ~2'UI i1; Cl"~; MAl' RDA .... j..., ... .,-,.~" FI~J ~M[J/ICAN !tIlE r,AlIII",' 1' .... IifI:""'1f() III'Ij IllAlftf "IN. ... U1 ou rwA CAn "'61 '"' 3)218& '"'203 tin UDUTVJ.I. ""DE TlIlI 7th DJ\T or JUl.', 1917 unllll ... ud A. Plnol, Jt., 'IOtotU,. of "oulin, III. cu;lta" !M"OlOp.I,.t, 0' lIfuhJ,.,toll D.C., aotl,. •• , 1ft' t~t •• ,h t~. 'I •• r.l 10UI'''' C ••• il,'."I, ~h.rl,".rt.r rlterrl. to .1 -Grlntol l ), and Cl.,. A. hll,lllM1 .. nd JD)'t:. J. r..l •• otI, Kue'b.nd find WJft (hlteill.-ftll t.tlrt •• to I. IOI.ntl"&,I,, .n. the hlit. and .... i'n •• t thl laid ar,nU,(a, • • J~.I"lt., tb,t tbl ,.I •• ar'lItOt, for .ft' i" oon,t'eration of thl IU. of rlw DOLLll' ,t10.00, an. oth.t ,00' .,.. ".luabl1 oonl".r.tton to hi_ in bend poll. br tb' •••• Cr,nt,af.t, tbl rlc,Ipt vh.r.of il h,r.br le.no.l.II, ••• '00. by th, .. pt •• anta ,rant, COn"'r, III' ,,"Uunt IInto thl •• Id Guntnial. their ~h.lr. Ind •• "'11', 'or.w.r. tbl lollowln, dl,orlb.' pr~p.rtr .ituato' in the .·'CCllIDt, of ktlfC • IUt. of ..... II'I'toft. to ... vitl I t- A".) S!I ArTAaiID IXRtllT "A" IfIbTO AND IOIQIING A ,Alt HlREoF BY UP'IUIfCl. '''I I~ laUG t.h_ lUI" ptaputy aO'luir" by the ,Ur,tet plluvut to th. :~prayt.'a". of th ••• Hanal Housin, "ot. a •• ".nd ... 02 ""e \'701 .. t ~ .. q.l ,lIId the Oap.rt.ant ot tho 101111119 and Ucblft Co"alo, •• nt Act 17' .tat. "7). '~'? TO SAVI AWD 70 KOLD the ••••• tOlathar with .11 th. h.rod1~ •• ant. and ; ,plut.nanc., th.rallnt", b.lon,I"9 or I" an,."". 'PPlrt.t"IA,. unto the alII I t.fltll!lt, anll thilloin IMI ''''',fll to tho .... 1. Qr'ntelll). foc'''"' And !Lith' •• Id tr."tor. for hi.'olf an' bt •• IIGo ••• or, '0., OO"'n,nt "ith the .aid : ~arant"f" olin' th. hlin alld ... l,flO to U'a IIId GrtnU. fal. thlt hi hla not i .adt. 'onl, .x.cut.d. or luff.r,d .ny .et. ot thin, "h.t ••••• ,. h.r.by th. !~'bOWI ' ••• rlb .. d pr ••• , ••• C In, ,.rt th,rlol nov or .t Ifty tt.o h.r •• ft.t j .b.ll or .1,. b. "p.t11.d, ober,.d. or '"c •• b,r,d tn .n, •• "n .. r wh.t ••••• rr ; and the tltl. to the .110., "'nt •• prIMI ••• a,.IfI,t ell p.rloft. 1 •• flll1y i~Glal.ln, t~ ••••• fro •• tlltou,b. oc und., ~I_ tlla .a', .r.ntor will (or ••• t l ... ~"l\un an. Dann. I' ,Q U"",/!CT,.O AtL co"O\n.nU, r •• ufI"!Uonl, r"lc",UOn •••••••• ntl. : I'ocOl'ld1tiClft •• aDd! ri,llt ... ,p •• rhll of rifeocdi, ,ud .u.,.nr:~ t.o iIIIny .. ta~. o( ' .. eta ,Cl;Ian accllr.t ... IH"illlY "o\l;ld allov, i r1l JUL131981 E0952824 .rATI or NA.IIWctOW coony or .no .£eRC~AR' or 10UIIWO AMD ,,_lAM DEVELO'MIIT n, zj.&I-7r; /J,..,,:? ActINC MEr, 'AOP!ItTY Drs,OStTIt'IR I ,.\' I ...l., L' J I f I .' " ' .. UBU%! ttA" Th. lind ref.rra4 to in thl. Binder i. situated in the Stat. of waahlngton County of King and i. d •• eribed a. followa: The I,.t 1.1.'5 t •• t ot the w •• t halt of Lot 3, BlOCk 2, "~rthw •• t'rn Cardan Tracts, Div. NO.4, accOrdinq to the plat recorded in Valu •• 47 ot plat., p8g' 74, in Xing County, .'abington; Except the w •• t 92.~?5 f,.t thareot, Togethar with an ...... nt tor road purpo ••• over the ~outh 10 teat ot the W •• t 222.19' f.et of laid Lot 3, and Together with an •••• G.nt for driveway over th. Eaat 30 f •• t of Lot, 1 and 3, _lock 1 of .. ld addition. , • i ! i I f ,. I , r , .. , ...... " . '\ '\ ... ..... • i·· .. THBGRANTORI) ~ ~/ -~ Countyor I WuhiDgton,lormdinCODlkltnl.lonol "",!Of' ~¥.li-cloim .to 41.£» f .:it ~:G" ;P'II&lP",;q -... .r ~ ...L1f'~ SE ~ .aly~ K#¥nlJI . Counlyof 7/#4 . State or . ~ , .lIlnt8lOlt: In th .. follawin& ducrll.d Hell &lata: tHe st?vi-tl 7'" tJ,e-/TIl!" ff.llsT #,I1j'O d;:' t.or $ 01..1: 2 .vIP-II PlFsf-EJW C'(l!iJ'.i.J 7',e"'<'~ Pili ~ 4 I-e'SS r/l F P"4ST 3i1tJ' 1'J'/.I!"U" F ... ~ . • ltwllOO in tl .. Counly ~ ,!qAlt:. , SIal. otWuhlftBlOn. Dalad tb1a __ da1of ______ ;:~,.=l·,,._-. ~ .... i !' O'l --.. £ 5 ~ ~.-t:; ::,1-. 1tO~ ~ . iii 0 I i • r ~ .w.:.u..dln-' ..... __ -'I ... wttldto~.~d""-'Ii.o/raId""I.!h!Y ..... 1lIa __ th.~ .. .......,. ....... '"' ... __ ...... 1IttIIIa -:.:~~~;~.~ L-a,.Uuau.· ~~"Y"--___ _ ; _: '. ~ :~ •. '. ~ . . ",*,!NIIa .. ...a ......... 111 Vuh1qton ;.' ". I .' . . .. ,'::', , :,',:, -:,,. " " FILED lor Record at Request of ,~ , '&~s-"AI I. cwoer. 1364,85 IJOC. • KC'1991 9108060,94 :.' ,,; , , " ',;,1" OEated BY. SiiOlStllie I PM PSi Ptilited. 6/3/2013 3.-ro."f1 -' - 1ll!GRANTOR{ I :tA of CoIlD~or • ": ; " ,. • . 't . ' ... " ".' "'-" . ': . / ".",:., siluotod Intha CaUDl)' ot_--,!K."6r.:t/<r<:I<:Ci'-__ . Sla1oClrWtsblngton. Vated tJtI, __ do)r oIl ______ ~_~ ST "TIl (Jt' _..:.::.::.Id:::;."s:::'::.n::.... __ l Xl.. I Q,aa1r"' ______ _ _ ~-'J"'"!!dl"""h'-"D~. ->GiIIJj ......... L ____ ."""""r.wn: ... adb ....... .r "-l' ... _6!!&Y*i"-' ____ .-.l1t1,....lrippfUIII .......... .r."" , Rgnt. taa'Df£pg , ~DIloII .. __ ..,.r-1 ',',:: . ~a.IP .. ~,' .... ~WA F_No .......... ,.' "'tA'lUiAl. UIIY NOr lIE IUiPIIOUtlaDIN WI.UOllH 1'AK1' IN ANY POfIM wtlo\'nOIVIH, Public Record Ot'def: 13&1)85 ooe, KC.19919108U6UI93 Page 1 01 2 oeated By. SlIOlsUtte I mfitetJ. 6J3j20I3 3.40.45 PM PS I - - ----- • ,,-\, .;-: fiLED lor Record at Request of Name 4t§t/ ',l IUtfWtJdl Md< ... IFr~ II,-#;, .... .E ;eEd-4if /11;# 9FtlS1'- , ",U' l ,--: ... ~, i. "~.l~. -. " ,,' "r""';" '." :,.--~~,~, . -" ~~', '.-. . .'., . LAder. 1364)85 OOC. KC:19919IOB06O)93 Public Record Page 2 01 2 • ".-, .:, ...... ',' " ".-, " created By. 51 lalSUi Ii! Pfllited. 6}3}2013 3.46.45 PM PS i • kl"'~ NO EXCISE TAX FEB 2l9SO _lot ...... " R_ 01 -:E-;1:-:1_1..:.4.:;33:,:4:J.-.;;;;;-;;;;;;;y.. CUIUWf, KLEUBHO. 6 JOHNSON, P.S. YJNGCOUnTV EXC;!!E no.Yo PAID JAN 261990 ... _ REOOIIDING MAlI. TO: ,'" MeElVED 1"1$1.\1 B 2 912N1'911 i1cg-_ ~ ~===:I~'8:4~'~1~11:n:':.:.:=======~~~~~~~:' I ~ CIy.-.Zlp ..!!R£lml!i!!!E!·!..·.,lllAijU·80!!!!2!S8!-_______ _ 10' I, -------------------= Slatutory Warranty Dead RECFeE I CASHSL 'n1E GRAN1'OR GDW.D tlUU.lIi AND LINDA L. MUIJ.IN. HUSIWIJ) AHD uln , for aDd 1m c:onskkntion or TEll IIOUAR.S AND O'I'H!R. GOOD AND VAWAILB CONSIDERATI(M labuclpaId,c:amq'lWwamatslO GLEN A. EACLISOH AND JOYCE J, 1ACtES0If. HUSIAIID AND VIF! tb8 .IaIlDWiI18 duaIIed mJ mate.llltWltld ~ the County or KINe SBE A'lTActlED EXHIBIt "A" JY nils REFERENCE HADE APART HEREOF. ~. SAID UlSTRUMENT It BElNC RERECORDED TO CORlECT THE. LECAL DESCRIPTION HEBElI'!. ~ ~ Sul:Iject tc): 'DIOSI COYEIfAHTS, CONDITIOIS, ItE:ItRlCTlONS, RSSBlVATlOllS. EASEtIENTS AND AClt£ZKENTS OJ' UCOID, AS ATTACHED HERETO OR' DHlIIT ".-AND IT tHIS IlIPEIENCl HADE A PART H!UOF. I ,~ i~ If\ II' DII<d1l8 !.5 doyol J ..... 'Y • I ... l iB, .Lj~/L -~-.-.-----.-------~~ '" GILWI IItILLIN ! S By Llli;~Jm ~"" I srATE OR "SU'''''''''' } By-------- I COI=:~:orbM~~tbalGneTD IIQIITS and lTD. T !lnrlM ____ ,....,._..am...JIle pmoo>-.... opp<l!td bee"' ............ ___ ........ . I I I J:bol<,... ...... IIis .......... ud ocIcoowIo<!lOd it 10 bt.J;bo1l,l"" ud......, .. '" JIle _ ... ..-- ::'1:'::':;6 -?x I9'Y~~ ,:;,,;, '. "'»' .~~ ..... • , " A'" :1 oJ" "" -t' ,~ '", :~ 10 111' A. L. T. A. CDP'lI1ITPIENT SO£DlLE' A CConUnu8!f) EXHIBIT "A" DU1' No. 177441 Yaur No. 90002 Tl£ WEST HALF OF LOT 3. BLOCK a, NORTHWESTERN CARDEN TRACTS. DIVISION MNlEIt 4. ACC~DINQ TO mE PLAT Tf£RSF RECORDED IN VOL.UIE 47 OF' PLATS. PME 74. IN KINO COUNTY. WASHINGTON. EXCEPT THE WiST 129. 3: F'EE:T Tl£REtF. EXCEPT THE EASl' ~ F£ET 1l£REI::FI TDQE'TI-ER WITH AN EASEMENT FDR ROAD PUflPOSES OVER THE SOUTH 10 FEET OF THE WEST 222. 195 F'EE"T OF SAID LOT 3J AND TOGETHER WITH AN EASEI'ENT FOR DRIVEWAY OVER THE EAST 30 FEET OF LOTS 1 AND 3. BLOCK 1 OF SAID ADDITI~ PAGE 2 t Public Record Ottler. 1364}85 DOt. KL.I990 9002020664 Page 2 Of 3 aNted BY: 5hOIstifle Printed. 613/2013 3:46.44 PM PSI .' .'. . .- I. EXHIBIT 118" A. L. r. A. CXI1t1ITt1ENT SCHED~ II (ConUnutdJ SPECIAL EXCEPTIONS TERMS AND CONDITIONS THERECF: OUT' No. 177441 YOUf' No. '0002 PUGlE'r SOUND POWER St LIGHT CCMPANY. A MASSACHUSETTS CORPORATl~ PUlPOSE~ AREA AFFEtTED: DATED: RECORDED: RECDRDINQ NUI'IDER: ELECTRIC DISTRIBUTIDN LINE AS CONSTRUCTED OR AS HAY BE REL.DCATED OV MUTUAl.. CONSENT Noywmb.r 09. [960 Novem •• T' 09. 1960 '2:l639' EASEHENT AND iHE ':"iR"9 AND CCNDITIONS THEREOF: GRANTEE; ilR£5ENT AND FUTURE OWNERS PlltP05E; INGRE5S. EQRESS. ~ND UTIUTIES AREA AFFECTED: THE SOU'1'H 20 FEET DATED: Dc tahT' ~B. 1 '980 RECORDED: NOYlNhlltl' ~O. 1980 RECORDING NUMBER: 8011200192 3. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES '. ,. st ... TED HEREIN. AND INCIDEUTAL PURPOSES; rtII: PRESENT AND FUTURE (N.IERS IN FI'\VOR IJ=: ROAD PURPOSES DISCLOSED BV INSTRU'lE'NT RECORDED; J.nuAT':j 16. 1981 RECORDING! MJMBER: S10U6023S 4FFECT5: THE SouTH 10 FEET AGREEf1ENT AND 1ME i"ER"S ...NO BETWEEN: AND: DATED: RECORDED: RECORDING NU"IER; RE\)ARDINQ.; AQREEP'ENT AND THE TERI'S AND BETWEEN: AND: DATED: RECORDED: REtORDINO NUMBER: REIIAROINQ: ':lNIITIONS THEREOF: .:ECROE L. S"'lfH AND MARLVS.i. Sf'IITH KINO COUNTY WATER DISTRICT NO. '9 0&:1:0111." 1~. 19" Detail .... 19. US9 30'127:'4 PERMIT TO CONNECT ~ TEI1PORARV WATER SERVICE C_ITlONS THEREOF': GERALD 0. M\LL IN AND L IWA L.. I'U..LIN. HIS WIFE tiARa..I) L, OLIVER AND BERNICE O. OLIVER, HIS WIFE. I'IMIDN LEROY' KELLV AND DENISE E. Kn.L.Y. HIS UIFE, AND RUDDLPH FISCHER AND LUCILDA FISCHER, HIS WfFE .... "ell 24. 1974 """U ;a" 1974 7404250236 IlAINTENNICE OF IlENEFICIIIL RIIAD AND IU!l.AlED COSTS 60. RESTRICTIOG CDNTAINED IN BAlD PLAT AS FOLU:lWS: 7. ·.'." .... N2 LOT OF . PORTION OF A LOT IN THIS PLAT SHALL BE DIVIIJEl) HI) SDL.D CR RESOLD DR OWNERSHIP CHANGllEO OR TRMSFERRED WHEREBY Tfti DWfERBHIP CF N« PORTION CF THIS PLA T 8fIAU. BE LESS THAN THE AREA REGUIRED Fill TIE UBI! DISTRICT STATED aN THIS PLAT iIIA"ELY. 3!COO SCI\WII FEET F'OII S-I SUlUR801N USE, WITH A "1N1P'Ut LDT OR TRACT WIDTH OF 135 FEET. WATER TO Bli BURIED FROM l.OCAL. II'PAOV&l'ENT DISTRICT. ~Q£ D1SPOM. TO DE IV USE CF SEPTIC TN«S NolO DISPER8AL FIELDS DF APPROVED DESICN.. THE FIlIEOOING RES'llleTI_ RIA'I WIlli THE ABOVE LAND AND IS BINDING ON SAID PURCHASER. Hili HEIRS. EXECUTORS. AllMINISTRATaRS AND ASSIGNS. RII/HT OF THE MILle Ttl _ NECE88ARv SLtI'ES FOR CUTB DR FILLS UPCIII BAlD PREI'IJ&iS IN TIC R£ASONAIILE ORrolNAL ORADII'G OF STRUTS. A\UUES, M.LEY8, _ RQ/IDB AS lEDIC.TO IN TIlE PLAT. After """rdmg mum to· RANDOLPH G EAGLESON 18842 IlBth Street S.B. ~tOQ VA 980.58 • E1792468 :r~~ii, PII& 111 " Nl Flied fur Record ., the Roquest of WasbmgtOn TItle Company w~ 1238463 -' \ STATUTORY WARRANTY DEED LPB-IO € THE GRANTOR PATRICIA ANDERSIJN aad JUDITH A SMITH. personal repre5Clltabve for the estBte of ROBERT E MONTAGNE, dCCC8liecl for and In consideMon of Te. Dollars and GIber Good and Valuable CoDSlder",on m hand paul, conveys aod warnDls to RANDOLPH G EAGLESON,. SIngle person the followmg deocnbecl real _t<, situate I. the County of KING, SIBle of Wasblngton Tract 4, BJoclc 2, Northwestern Ganlco Tr_, DIVISJOll Number 4, acconlmg to the pllll thereof recordeclm Volume 47 of Plats, page(s) 74, In KlIIg County, Waslungton SUBJECT TO SEE EXHIBIT "A" ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF Tax ACCOUDI No. 61~ STAT!! 0. WASIIINGTON COUNTY OF KING I , , . ... ' '. .. ~ 2000 121 8D00955 STATE OF WAStllNQTON M-oI'Vl~J1-.- COUNTY OF 6t-b.~\ S \, • ,.J " I certofy that I know or have satlsfac;Ory eVldenc~ that dWll~ a $(rL,tr% ----------<'.,.,~c----------IS the person who appeared before me, and said penlon acknowledged that 8YU signed thiS Instrument, on oath stated that -------- J-itL i!5f1il£'f'rr: 01i,M-~ I JfY'bVi<m~ to:~ DATED \~\I'-\\ u() It 8 A.present.llVe Capac.ty party for Ihe uses and purpOses mentioned In the Instrument .I\CUl fI'\... (YI ~ Notary Public 6 My appOintment expires t3l?* 15~ Kit RE ""'lIor ... PubI~ ~ .. '1nt.IQ('~ • ,..."'.. 1 .' .... L • • • EXHIBIT "A" R237463 RESTRICTIONS CONTAINED ON THE FACE OF THE: PLAT AS FOLLOWS No lot or port~on of a lot ~n this plat shall be d1v1ded and sold or resold, or ownership changed or transferred whereby the ownershlp of any portl0n of this plat shall be lesa than the area requ1red for the use d~atrlct stated on th18 plat namely. 35,000 square feet for 8-1 Suburban use, w~th a mln~mum lot or tract w~dth of 135 feet Water to be secured from Local Improvement Dlstrlct, Sewage DIsposal to be by use of septic tanks and dispersal flelds of approved deslgn Easement for gradlng of street a lopes , as necessary, over portlon of premlBes ad)OlnlDg any street or alley Public Record uraet. 13&tJ85 DOC. KG.20Uo 20001218000958 Page 3 Of 3 oeated BY: shOlstlne Phnted. 6/3}20I3 3.46.48 PM PSI NORTHWESTERN GARDEN TRACT S DIY. NO.4 ·········i74, S. W.1I4 "' •• 5.w.1I4 '" SEGTION II T. U.N.II.O.E.w .... KIN6 GOUNTY WASH. N I>.t.e ""' •. . ". "'-. . ~B~~"7>l 7 ";";""_,. '\" ,,,: . Fip~···.tor record at.,.thJ!: ~t of 1\)1' I(ing COI!Nb Planning Commission ·,.: .. ~h'!l2.t dayllf ~.A..t.t.a.._ '\-___ 4A.D J.!I.£A...at .JU' mrnutn p." _ Jl...A.~~_ .,\tracordel·~.}/OIU"_ :IiU-,liof PI.h ... pep.'Lt.. ~J" or Kin9 County . i·~>'''c .. " • .;::,'.-~ , ~.Lt.Jk'iro;---. C pl.l "'...f CVUllt}l UCll or .... , ....... ,' continental E'n.~!n.elry"g'c.,. Seat1le.,.,'W·D~h{ . " \ (I" " , , I 15J ~"'- ,! and nereinafter called '"Gralltor,' ~nd PUOET SOUND POWER 6: LIGHT COMPANY, • Mluachutttl corporation, hereinafter called "Grantee," and _____________________ _ _____________ , _____ "l!ulnalter call1td "Morte .... ", WITNESSETH: 'That in confi:tderatlon 01 One DolJlu (S 1) a.nd other valll.b). eoRIlHratlonl, ree11pt.olwblebil Mtfty aCknowhtdgtd, tM Krantor hereby ,ranls and eonveya to tIM ,rut.e, ItlltlCC..-oralUld ....... , U. rllbl to c:onatruct, reconstruct, Impron. repair I maintain and operat • ....t..a::.....tJectrlc tr , t, d" dlstTlbution line ___ conalatlna 01 pole. Of' towera with II.lcutarJ 'ra .. , ""IUd ucbor., croa. arms, Insulators, Mn,e.' , " diatrlhuUOQ and '11"al WI'''. tn.nIII'orMr. ud otMr MCftaatyor conv.-nient faclltties and eqUipment over aDd across tbe toUaw ..... lcr1beclluclloattd hl ___ _ J(' / tV G Count)', Slit. of "uhtnpNl: 7",""'c-,.".,·~.sr~ IPF" ..(.",-"7 _7 ,Q.«()cA"'.,;,2... t?F ;VDtrr,.,.";ves,-,oIP,,y ri.-"9tfP"e:.-'Y TffA'~ rs, P"r/ .. y/d...y-~ "f'& #0$ ;r"~""N/&J ~N' Y{).,(~" .. G ". 7, i' .. ~e 7.,. ,p,.-/'~ TJ, ?~~"If'J)';' cF ~/_d-C~'/N'" Y, oWN: TM ct'nter bne of _ ......... M"~i'"" ... _ ... '~' .. t distrlbution line shall he looated as foHows: /'1S e 4~~r""'~(e 'T1.d ~"';"9..s ~""Y J14 1f1.c.Of:!A "-;D PJ'· ;'I'#f',,-v ... L a",.".; • ..-"YT Granlee shaH have U1e nihl of I.c.c~ss across tt1e adjacent land or 1be cr.olor in order to "MelS@ the rl.ghts guntt'd by this instrument, including tM ri,h.t to construct, II1I.lntatn and "" a paMablt! road in • convt-ntent location, with neceaaary bridge5 and lale!. Qrant~e shall nave the rleht, at any and aU times, to cut, top and/or trtm any and aU bruahortrHs now or hefE'aitu !;tandlng or IiIrowlng upon said land or adjacent land Q{ tbe Il'antor whleb are Of may be wltnln twenty_Clve (25) teet of the Silld center Hne __ , and also the .. \cht to cut, lop aDd/or trim any U'tlt'IJ upon sald land or adjacent land 01 the guntor which, 1ft taUl"lt elMll4 com" -'!Ithla .... 'ft (7, feet ot any 01 the poles, towers, filcturu, guys, col\ductora or other tacUtUn 01 the Irantee-or in any mannier be a menace or hatarri therpto. . Guntor shall not place', construct or m.aintain any building or other rnructur. within Ie feet o! said center Hne and shall do no blastinc wbat80~er within il distance or 300 reet 'rom &aId line unless retlaonable notice thereto{ has hl!'ell Hrst given to gra.nt~ in .flUre. Thf right:s herein granted to the grantee shall continllt! In force untU 8uth time u the craftt1te. Us aueeeallots or :asl!iilgns, shaH completely remove Ita atrueturel and equ;tPlllent from aaid land or shall othnwiaf' perJuanently abandon the &arne. Upon such rt!!moval or abancblm .. nt .... l rlchts herlltby Iruted shaH terminate. Any mc.rtlaf!;e on Sind land held b)' thE' morlCat:ee \5 hereby releutd. 10 tht txtent. but onl, to t~ at_, 1'Ift:t-:sSOllry to subordinate the sllid morl&'''BII!! 10 tbe rlghta h.rebJ ,ranted to the Irant ••• • STATE OF WASHiNGTON! .. COLO<TY OF ;(/ I'll;. I 0" ,hi" rJo\' p."on""l1~ IlIpp.ot.d b.f«. 1M G eQiCT F ", ..!lin/Til t n ...... "Ays ,7. S'.-z,z:« 10 me Icl\own to be> til" i,1divicl....:ll~ducribed il'l ohCI who ... ecvtwd th. wnhin and for.golng in.""nI:It, _ acluw:wltl".J tMt l2'LIt-si~ Ih. 10(11\" Q'~. 're. al'lod voluntary oet and _d fer t .... us., and "",""' ..,.,In MentI0ne4. GIVEN under my hand ond official nol thl. Jj:4do'l of Alp Vir""., 4'4' , 19-':.a... EASEMENT. ELE.CTRIC LiNE No~JTfl!e.!i~ .... L.71.H .... r •• ldrng at @? (: .. 1 f> l,~ 1-· I' I r' I , I 1 I, ". j' I 1 N 0) ..... o o N 1A8BMINT For a volDible to.oleleratlon. recelpl of which I. horeby acknowledaed. the O .... lor(.). GERAlD G. tWJ4Dl end WIDA L. NULLlN' HuSbml4 AAd wi!. hereby 8I'ant-andcoDv8y_to the Grantee(a), Ge'cAID G. WILL!« BOd UNO' L, MDIJT" ~~band. and wife t'h ..., r 11;lCCtIl0I'8 aDd uaipl. the right. prhril ••• and authOrity to coo.truet. Improve, repair aDd maintain aD eoee""' rot ipgraOD' 'stoOM and utilities aeroll, over and upon -"':ObeL..!§i<g","~OIL..i?~Ql.... ______ feel or the followlDB Iud. loatld in _..IIK:;;1 Dlljgl-_______ CouDly. Stat. of Wllblngton. to-wit: The ~e8t 92.675 fe~t of E~t 185.35 fe-et of the :;)ellt one ... half of Lot 3 Dlock 2 Northwestern Gardf.'n Tracts Division #4 The Grantor,s) ,hall make no ule Df the land occupied by eaid ttt>Mrrent. ______ _ 8'Xcept for 'n$tUD' DUMa Bng utili ties In aut-ciliUM the rights herein granted. the Crpteefl). -lh.m...IUt;CUlon 8Ild assigu.a. may pus and repa •• over laid MMmept aad may cut and remove brush. trees and other obstructioDs which in the opinion of the Grantee{a) interfere(l} with Be! ¢ p'!Sement The covea.ents harlin contained tball run with the lan.d and l1'e bindio.s upon all sublequent owners tbereof. In Witn ••• Whereof. the I18!d Gl'8Dlor[s) h..w<:o.... executed Ibl. InatrumeDt tbil ~ doy.f Oct.ober t~. <art. -?/a. ,2,2/ .. ft STATB OF WASHINGTON, } .. • ... .' __ 1 Acknow*'-I) County of -,n:\.lu~t'i!oj'-_______ _ I. ::tooj\ Mer'''. . Notary PubJic in and for thl Slate of Welhington, .... Idiaj at ~ • do hereby •• rtify that 011 tblo ~ day of acrlObc C 19.t!CL peroonally app .. rad bafore m. tXca1d. IQ o1uUio and LtJde. L myllln 10 IllO known to be truo indlYidua!.SL d_hed ia and who oxec:utad lb. wllbln iDOWIIlIDt aDd ackaowledpd that ±-hl.l\-.ignad lb •• ama.. there 'rH cd ;;"I~.~ oct aDd deed 101' tb •. &a,. and PbrpdMl beNln ttUtDliDned. GIVEN VNDBII MYHAND AND OmClAL SEAL tble ~"'day of p;;"tvlOc.r-" :~"._","~ ... ~i~::L_ AF1tR RETU~ TO: ,'-' .. -' \ \ ., -i-· .,' ) I " , , ( I " !:J. Tl'III8lO1lnOI WI TI1Ie inoIManco ServIces TfilSap1ll (1" :) N o \0 ~LID FOA A!cOAD'\l AEOOEST QF Y-WHIiH A"COI\DW AETIJAN TO .- o tarn....... ..Centu.ry .. Unt:.ed .. .E.s.c.rnw .. COIQP!.J\)! .. - r- eo .,,_ .... L.O ..... Box 19L. ~", """ "p ...... B.eU.'u ..... W .. h.ington" .. 9::00::0:::9:.. .. _. _______________ _ i" ......,J 80-1454 Statutory Warranfy Deed THE GRA}I."TOR GERALD .MULLIN and liNDA L. MULLIN I his wife {., """""""" ... ,.,,, TEN OOLLARS (SI0,00) AND OTHER GOOD AND VALUI'BLE CONSIDERATION inhandpaid.OOI1V1!tJandwR,.,..ntll~ SAU l.Y POT and S(ANG LY POT. hLisband and wife AYUTHIVA S£M and CHP.~A~AVY S, SEM, husband and wife the rotJowip,g dacdbed real t!II~t.o •• i~ua~ In tlur Covnty of I( f ng • Stat.of Waahin.rl.<>n: The East iaS.35 feet of the West ha1f of L~t 3, BlocK 2, Northwestern G~rden Tracts, Oiv. No.4, according to the plat recorded in Volume 47 of plats, page 74, in King County, Washington; Except the West 92.675 feet thereof; Together wfth an ~asement for road purposes over the South 10 feet of the West 222.195 feet of said lot 3; And Together with an easement for driveway over the East 30 feet of lots 1 and 3? Block 1 of said addition. SUBJECT TO: Rights. Reservat1ons~ Rest~1ctions) Easements and Covenants of record. Agreement dated October 15, 1959 dnd recorded under Aud1tors F11e No.5092754. Agreement dated March 24, 1974 and recorded under Auditors F1le No. 7404250236. Right of the pubHc to make necessary slopes for cuts or fins upon said premises in the reasonable original grading of streets, avenues, alleys and roads as dedicated 1\7.the plat. .._ ...•.. (J{I (/~:~~:~,~:~\U' ) \,E06Z31V STATE OF WASHlr.JGTON COUNTY OF ....... J<.~ !.19 .. !\eraJd .. ~.ull.1n_l .. l\p.~.~ .. k ..... M~IJjn ....... .. to me Jr:n.own to be tho ioclivi,I1".1 detetibed In and .. ho n.~ted Itt. within and for~·in. IMtr...,.." _nd .ckoowim:llrt'd tn. •.. t.h.e;Y. •...• Ifl~ f~ I.IQnG u . :their: .... J~ lind vohlntary lid and deed. fOl the _nI al\d I~ lUr.!i" mHltiOMd. OIVEN ...... my I\Qd and oIk:Ia] ... UdI ~ .... ot_. __ ....... .olIIIJW"..I!_ ... _ .... -. 1'-.8] .. ........ ~~~~~~~~ ...... , ........... i,.1i«@I .. ___ .,.., ... _. .1' 81 f;""fAn (IF WASHINGTON COUNTY OF. ~-•. - .. ""J .. On tbli _ _ _ day ()l ....................... _ ........ _ .......•• _ •• __ .......... , 19_ •......•.•.• hefofe mAo thO ~~~.:wi:fled, • Notary Publlc: in .Dd fOl' t,", Staie of W .. h· iDfton. dilly ~j()I'II~d and nmm, penoully appaNIL ... Illld ...•... ., __ ..................... _ ........ __ .•......• W fila known w be .b .......................... .P11IIIidaat-...... _ ........ _ ... _ ... S.('ftt...y. ~tnr.ly, of ................ _ ..... _ .......... _ ..... ~ ....... _ ..... _ ....................... _ ..............•. __ ... . the oo~lon that Uctal.tfd the fO~n( IMtrumeat, aM acbowlllldpd. Oil' laid lnatrument (.0 be the fNil!! and voNlIAQ ad. and deed (If laid corpor- ation, 101' the \ItC!iI and pul'pDIIM. therei" memioMd. and 011 _ .. Nt«l tMt ................... _ ........... authorised kI 0IIIl\I1III che ~ IDitnameA11lnd u.t the .. I db-.d ii u.. c:orpom. MaI-oI Wd eorporatkiIL Wlme. my bIUlId _ltd nlldlll ...a hanto .s-t. lIMo dQ aid 7Hf am abowwriU. . ___ . __ ._ .. _ .......... _ ... __ ._ .. _. __ ._._._._ .. __ .... _._M .. ~ .. "._._ .... · Notary hblk iDlmd tw dMo 8t:. .. oIW~, ~ at .. M ••• __ ._ •• __ .~ ••••• _.~ ___ .~.~_._ i .., ~ " 5 ~ ~ = i • ~ • < " ",. jz ,~ '=> 'u '0 ,0 .... z ,,. '''-'0 .~ t--.~ '-> ~ .'" ;6 ... N ·z ''" 10 :'" CJ". ' ... . ~ 0 • :'C '" .~ • EASEMENT -" __ successors .1nll Illlsil!lns, the rlght. privilcgp lind authority to construct. Improve. repair ... d moinl.in tII&itFl! LME neros!!. over lind upon rllF ~JtJ/!:ftI .FIVE reel of th!! followin.l! land. Jucaled in ___ "'I::."'I"Ak"'f(,"'·:.... _____ County, SInt. of W.1Shingtnn. to· wit: /t/Es-r /;.f,!i2 Fff,!E-TtJr L(Jt'3 1# 8ucK 2 tJF AJotltl /l/FJT iJ4£PGAi "h4C/s L)/pISI",J "V ,45 f'E/! f?Lar-,e£~4f!.P /4 IILI/AIE tj 7 (JP i/L.4is a,u j?&:£, 7</ The Cnmtorls) shnl! make no usc of the hmd occupied by said fdA fElL LtA/1i In c)I;crcisin8 tbl! righls hll'rcin granted. the Grnnlecls),_h __ succeuorslind Dssigns. may pAn ,loci rernn over said ,,!Aelt! ElF;; £F/f7--lind may cui nnd remove brush. lrec.ll nnd other obslruclions which in thl! opinion D£ the Crant!e(s) interfer.!.) wtth tifII. tEg ?IdE The covenants herein contained shall run with tho Jand Bnd air binding upon all subatq,-,ent owner!! thereof. In Witness Whereof, the said Crantorls) h..!!!!.-executed IhiB instrument Ihls...12!!L.dEL), of NoyemhC r • 19..!U.-, STATE OF WASHINGTON. County of KLng (Indlvldull AcknowledllD •• ') I. __ -""',,"d"h"h~ ....... G~' ... h .. ' _____ • Notary Public in Dnd for the State of Waahlnston. residing at __ .: • .:..I"I".-'.v.:."'-______ • do hereby certiFy that on thi' ~!!: day or November 91 f Dennis K. Gloster __ -"'==:':" ___ ,. 19 __ pcrsonally appeared be ore me 10 me known to be fhl! individual-described in and who executed the within lnslrumenl and ncknowledged lhat he signed the same at hb free lind voluntary act and deed for the uses and purposes herein mentioned. GIVEN UNDER MY HAND AND OFFICIAL SEAL thi.~d.y.f Nov.Qb., 19~ ~ N.lnry Public In nnd fo~·ii.~ 'si'~;,';1 W.'hlng~~.~d Counly, IJI,/C<?,-,~ ..... ;,t!7'<w_ /-<j,j la •• ,.1 "'.'''~'IVI\ Lr •• L III .... , C .. , IIIIIrvn, 110'0\ "flll~. 1 .-71 MAnIlIAt, Mo\Y NOT liE Ilt:PItOnUCt:D J~ WtlOLt; (I~ IN pA-nlN ANY PO.~t \\1IArsOEVEK, IE dE t.. -, /: :; I I , . ·l .~ ·,1 ...., 'I~ n " . " 5 . ~ ; -85 -N -- ........... ····:.4£: FILED Jor Recora at Kequlllll Dr Name tiLEAI A E4tf«-gd .1/IlrW!.ftfI/Z 1/.rJ. S E .. #-lit£kJ.!, WA-9 f/?f .. i . $ _ ; L I , , r I I I , ;I - (\<>:¥-l""-t h ~ ~Q 'I!!!I'B~'...J2:..--:':"·-?'!l!!t,!:.-_1959 I. GEOROE L. SMITH and MARL¥S· J. SMITH, h1s wife, mmers of the fOllo~1ng descrlbed real property 1n King County, Washington, The East half of the West half of lot 3. block 2, Northweetern Garden Tracts, Div. No.4. according to plat recorded 1n volume 47 of plato, page 74, in King Ceun~;, Washington, SUBJECT to rights and reetrict10ns of record; TOG~~ with an eaBement fo;;' read p\lrpo.o~s over l.!'ld acrosS the !outh 10 feet of the wi of the sa1d lot 3, for and 1n coneideration of WATER DISTRICT NO. 58, KINO COUNTY. WASHINOTON,grantlng a permit to connect a temporary water eervice in at 'aJ:,!l., Ck) ,'t;y'U,;..j )X ? <i for above property, do bereb)' agree that no protests can be made by above parties, their heirs and ass1gns, agaln3t the construction of or assessment for a permanent water main which ~111 n~~eBBarily be constructed 1n the Bt~eet to s~rve th1s property. Th1s agreement shall be a covenant running with the land and ehall ~e b1nd1ng upon all partiee and the1r he1rs and as.1gn8 un<il the permanent water main to serve the above desoribed property has been constructed and the assessment roll oertified to the County 'rreasu~er 1'or collection. IN WITNESS WKI!REOI', 1 have hereunto eet lIlY hand and .eal the day and year ~1rst above written. STATE OF WASHINGTON.) SS COUNTY 01' KIN a ), s . ~'R t On thiB dS¥ personally appeared before II •• · OEQ\G& L. SMITH and MARU:S J. SMITH, hie wife, to ... known to be the individual" de,.,- cribed 1n and who executed the wlthi~ and foregoing lnatruaent, and acknowledged that they signed the same .... their free and vol1U>t~ ~:t for the uses and purposes therein roentloned. -u,. :,:" _ .' :::.~. :.' GIVE2I under lIlY hand and official seal ·thie Jbday of ol!;th~ 1959. ,-.- NoaifPU c' ~ the Sti:ti. -,: of Washington, realj11ng at!tatc~.·' t o.~ .~ ;;. (. , I , ' . . ! L ,. i I Th~ und~:r3iglled .grClntees, heirs, successors and ass1rns of 5did p"-Ircels \, a, c, .ne! D .&l'88 t.Q e'IlU11ly share the coste involved in " .. inl"oini"G the up-keep of the fo11o~int doscribed ro.d e"sement: &:.aem.ent oYer .l'~ accr06S and under the ei.lst ;.0 feat ,of tile followin& d~cribed reol e"tate, to "it, The .~3t h~lf of tr~ct 2, in block 1 ot the ~larth"o$&~rn (;<Orden Tr8cts Division #4, and Lot J, Block 1. Horth- ~;datern Garden Tract.s Division 1!4. Ease&ent used fer t!:e purpose ct " driveway and entry way. ~. '~mhllJ C. :.1r...LIN ond U:lll.\ L. :.rulll;;, his .,ife Property cOIi:IIIOnly known as 11!842 118th rive. S.E. and legally described as r~lloW8: rhe >:est t"U of lot ). block 2. :;orth".stern Gdrdsn Tr"':ts :?iYision ~;o. 4, recorde(l in volWll8 47 of plats, page 74; ex- cept n,e west 1.29.52 feet therof; ;<>I:ether ",it.h an eas_nt for road purposes o"er the soutb 20 :'""1,, of the flest 1.29.52 feet of said lot) and to&<,ther with or. Oi;Z .. ..ent for ari _ay o,,"r t,ha east 30 feet of lots 1 .:'cd J, u:"~el~ 1 J! siid addiUon. B. H,J'£L1) L OLIT.t1t A III llER:m:,. [:. CI.;:'Il:'Ji, hi. ~"ife froperty <:ooIIOOnly knOWJ\ 'IS 18838 llBth ,\ve. s.P.:. ;,nd .legally ci.sorbed <.;$ fcll~s; 'rh .. ':,,,st 1:19.5'" of Lot ), Block 2 of ~:orth"estcrn Garden 'r.c~s, Dinsion :':0. 4, accordin& to plat recordud in Volume 1.7 of ph!.. pogo 74. recorde of King County, JuroJ;C':' to !"1ghts .na retrtr1ctic>ruo of record.. G. l~;,!UCll lk'lCY "J i.;: "nd;J<;;IISE E. Y.!UY, his wife Property cou.only known as 198JJ llPth ,We. S.:::. and 2eg ,11)1' described .8 fou".s: North Ii.l! cf Lot J, Block 1, :lorthwest"m Garden tracts, Div. #4, accordir.ji; to plat recordeci in volwte 47 of pIau, page 74. 1<: King County. ',;uhington: EXCEPT the west 299;:6 feet therot. lf3i:-;cr to all au .... ent •• reetrictioll8 and reservations of record, if any. J. !W1lC<lPH FISCHER and WCILD.I FlSGIIKR, his wite l'rop",.ty c"""""nlJr known u 11651 S.B. lSSth and legaJ4' described as follo ... , The eut hb1f of Tract 1, BlOCk 1, llorthwe.tom Garden Tract., Diy. 110. 4, accordi", to plat recorded in Valuate 47 of Plots, page 74, in K1ni County, ;tashi.ngt.oa. SUBJECT TO. ~ll eaSetlenta, restrictions. re""rntione and agr .... ente of record, it any. \GRSE\IENT C'F RECORD: It an<! .. hen th. abeve .,,·opcrty, Parcel D i8 sol(1 and sub-div1ded and become. neceaaary to Use tne ro.d eaa_lIt deecribed. t.he' new C' -~ , ::f ... __ " ... y 'I ' . • , M J ,It. ,:'1 -' t:, ,(~ 1 1 r j / ·, ,DwW the " in cClaMotion . t.: ..i , -~ .. -.-- ,~~'~,>~, '>, --- ->, L1nla L. lIIIllin CJ. i;\ ';b(. , _ on t.his cIq P8I'" .JoUl.T appe_dberore u:Guald G. 1luU1n. Lind. L. 1IUllln. I'.arold L. Ol1ftr. at,,'l!ice 0.011_. IlenonL. K8ll1'~ o.n1M E ......... LV. Fiacher. alllll wilda F1aahllZ'. to .. ~ to be the 1ndh.1dual.a del,iGr:lbed and wbo _~t.ed the wit.b1n aDd to"'lio1nc 1118tl'\lll8llt, and aclcllOl'l~jp the)' ~ the ..... a. t.heir hge and ?iIlwJt.a17 act arid deed, tor aDd pvpoe .. t.her1n _UonecI. Gi_ \lIIdel' III bmd arid otric1al. ,.-1 thi. ~~::.:=..:. , -.. ~ .~, -" " -. .-:~,-., . '.-... ".--_. D.:'.i.! ~1J.;. ,',,;:< r j~ "·~~I:'.'':': . , ; ... ~ Cv. "". ----___ !),-D(l"n· ':. , •... _-- ... ·.l~,:: • ~ 'I : ~'~' '~'Y~~ t,·'U '~-'-.ui!' ..... ;'" : i •. ':',. !·.~b •. '.,z ,. ,~, •• '~ ~"J ~,:=; .. ' ~ " ;'.' . .. ~ ........ '.' --:.' .. -, .... '-._ . ., "t;!' ',-, ~ -./ .,:7 ~.';;.'~"'_ .... , .... ;~';!')~:"":l_~.: .. , )-'; '.~.~.~.-r:~ .. _.~. ":<1. :\.!".j ... ::; ··,ji,:- • '.~fion .. ':J!'~ r..,~ ;t . .:.'~!..<~~,': ·.'2.,):,-,~j)'; t.-:-,·.,;~ ... U'" en <=> = = -= RETURN ADDRESS Randolf G. Eagleson 18842 l18th Ave SE Renton, WA 98058 .ltJA.:'r J.' 7 (p 0 I.( -/ Pl4:Alle pOlll ~jy or ')'pill UlfonnaIiOn. Document Title(.) Not1ce of Ons~te Sewage System OperatIon and Ma~ntenance Requirements Reference Number(s) of related documents #102 Grantor(s) (L»<. fIM. ,od Mtd41<......" • ~ Randolf G Eagleson <=> = = """ Grantees(.) (L .................... DOIj THEPUBLlC Klng County Board of Realth te~If' Description (,,".rnInIC. 1'0"" 1 C Ioc. block, plat or .clllon. toWDlhlp. ....... 1W1ot'b.r/q"-.r1'r) Lot 4. Block 2, Northwestern Garden Tracts. plv#4 1I, .... or', Property TAX PlIrceVAccounl Number 619840-0260 1'h.. ~udl\ar/Rt:(o(d .. r Win ,-.,Jy on CIie u,~bnn".ltOf'I prO'#tdtd 011 lIw form The $!fWfl1 nDJ reAd' Ih~ dncumc.(I(" 10 ¥\nfv 'IL" ,'~I,.\"'I..-Y (IT COmpILL"I\':'Ii~ Qhhc.mdct"unt: InrormAlaOft ltfO""dttJ hertln .) . . ' • NOTICE 01' ONSITE SmAGE SYSTEM OPERATION AND MAINTENANCE B1lOUIRIMEHTS • A:hiI!JI.OI", TR. Pllrcel ION-619840-0260 IfWcv~,.m') Randolf G. Esgle.on .arlJ 'h~ owm.rs or n=.l propul)' welhlP Klllg Coun,y. wbtCh " I.~flllly dOlOr.bed fll' i"DitoW5 Tract 4. Block 2. Northwe8cern Cdrden Tracts, D1v18~on No 4, oGcprdln8 tg the plot ~h.reof, recorded 1n Volume 47, o£ Plat8 s P"Qle 74 5 ) n K, PH Co .. n ty Wp ph] ogtnD :2 't'hc "bDvc-d'C.lCr.bed....., property I. ""cd by an Dtt--'ko -.ac .y,tem (·OS5") :3 "Illes ~e of 1M Km. COUNY Boud of H.,'lh. seed ... 13 6O.00S e..\I.bIJ$lICS cer~m re'lponslbllru~:. of file!; OS!' owner witI'! rospucl &0 lhe C'I(IOf"IIUcm alUl malntarw.hCe af ... 00-,1" Sew.,c Sy.cram. " follows: A The OSS O"«nOC' ~ Rapondblill rot IllC ~muOltS prope< operauoll and n~lf1Ien;u,ell of the O~~ ... nd 5"h.aJl l, DolCrmu'M1 d'JC. Il:vlIl\ or tlalkll. and aeu.rn 10. tlw "Pltc tank at t~n o~ c"'~Tf three (J) YCQ,rs (oc ~(: .. kSeN"1 IYttcm whit nQ ,srbaae. Ilrirulet and 0,," ~VMY yc.r If a I.rbqe Inndu 1'Ii mstalLed MhS, wlleq othwwlu provided In ""rid", by _heal\b oRku. once e.very )leal' (or commerc.n,1 S)'Men'l'l. 2, Btnploy h ~ .. fI(f pumpt.r ICo HlfnIWt; ~. Kplat_ ftbm ,b. bini!: 'WIlen the IcY~1 of' solids and Si,..UO\ .Qdk01Cf; ahat rllMOn1 .. ncc:UUf)' :), CII&me prvvenllya PMN1lcna,..;t.I'YallDlll pctrlOrllanc. monnonna JIlspcc:llon. \0 be conllucled and :m)' IIldlc;ued 'lIIIwlce 10 be pcdol'llWd by an ",proved pUfC»\ at • mlft~mum fr(..quency m ;lcCOrd ... nce wllh Tabla ]).60-1 unlllWl othcrwlae CSI.bU.1M:d by Ihe hoaltll officer 01' the s(.wnae rt. ... I~W c::ommlliCC -t. Opcrode and maml'ln II. ass In acconJancc wllil cllia mle. with J)l:rl.»1CfU .aherna!'''!.. ~y8Ie"1 .gUI~J~JlIlcs .uued by n .. DOli (5'tat. of Wll"lp..~on o.pIlntnenl rJf Hulth) antI wllh .ho :II(1prov .. d OSS DW1)C"1!o Opel,.flnu: and rnafRlClJt,Ol;C u'llrvcllon J'N,nuaI ,. "'COleel rho OSs area 1n...I"dma .... raatn'. arq fnHJl' • Cower by etruI;CurD'J or .mpetvlDLIa malerl.', b SQr~ drllinatill. ~. Sod cOIQpac:UOn. for CUl1IIpltt. by YMac:1lt.r 'tltflc nr h .. escoc;:k, and d, D ... maae by fOil flfmoval .nd ..... allera,ion, 6 Milmtain ~h. now ar M ....... W d1e ass alor below (he .P(I(Qvw. des1il:u boUt m qlJa.nllt)' al1l1 WJ~h~ ""renBlh The awn", shaH hOI anow: I URi 01" 1M)U'CKhwtlon of.uonr; ..... &Qollli K~a or organic .I)IVUlts 1I\\1'J "'n OS~ ror lhl:' ,",I V():01. or 1),51em. elcaalft,: 'l. UN of a lew_,ID' JyJlem _adltlVIII unl ... it )S Ip8CllicaU;y approved by the bOll; or 3 U.a of an OS, ~o dlilpOljl of WMte cornponcnu atyp'c,' of rcr.tdenl:llI' waJleWller, tor t:-'~rnpl¢. but nOI IImhec) 10. polro1eum prodllt4l. pa,,"i. 1O)'IQlS, Clr pealaldllJ peSftmber, 2QO.O:~. ______ . (MonIM iY«<'J '7evwt,~,a AT&a::t::! (o.Ze?, J.lgnfll..,.') STA'rl:. OF WASHINGTON) COUNTY 01" KINO ) .. ) On t"llI 1 8th 4111)' or December ZOpO .~ .,.,. .. It .... per.oD.II)' _110) _J aplltIR.tc4 Randolf G. KaBle_on .ad ,'0 me .. no .... " '0 1M the. tmlIV1dll_I(') d.aerllb~ ., ... In •• d who exNtJ'" ... ' .... &eIII1 ............... b""'e,./tII..r ,.,. ..... d ... a.h;jDt.,.:y u,t .nd " •• d ((Jr Ul ......... 41 purpo_ ..... n afahtd. Olwen undDr my hAnd and 01T.ua1 sc.1 dm ___ day of December! 2000 OALEW MYERS NOrAAr PUBLIC WASHINGTON Mr COMMISSlOH EXPIRES 1~ 11-02 (/''''''(/1) • When Recorded Return To SOOS CRli:BIIt WA'l'JUl J\.NI) SIIIrI!IR DZSTJu:C'l' P.O. Box 5803' ~, ~BQTO. ,e058-1039 Wfff • ::1:31 iP04 -, SOOS CREEK WATER AND, SEWER DISTRICT CERTIFICATE AND AGREEMENT OF FUTURE CONNECTION Grantor: Randolph G Eagleson Grantee: Soos Creek Water and Sewer D~strict Legal Description/Project: Lot 4 Block 2 Northwestern Garden Additional legal description on page of document Trs 4 Assessor's Tax Parcel 1D# 619840 0260 THZS AGRBBIlIBIiI'l' made and entered into by and between Soos Creek. Water and Sewer District, a Washington Municipal Corporation, "the District" ,and Randolph G Eagleson "Property owner WITNESSETH: WHlUtEAS, Property owner is the owner of the following described property, which is located in an Urban Growth Area, as designated by King County: Lot 4 Block 2. Northwestern Garden Tracts 414 I}(;J I ,","1 h'-\ WHZRBJIS, Property owner has requested that King County approve an individual on-Site Sewage System; and WBBRBAS, Individual On-Site Sewage Systems within Urban Growth Areas are approved by King County only on an interim basis, and only upon condition that the Property owner execute a Certificate of Future Connection with the appropriate sewer service purveyor; and WHZ~S, the District is the appropriate sewer service purveyor in the area within which the property is located. -1- = • • 1. COnDection. That the above-described property shall be connected to the District's public sewer system upon availability os such sewers. 2. payment. That Property owner shall pay all reasonable and ordinary costs for connection to the District's system of sewers. and for receipt from the District of sanitary sewer service. 3. Partioipation OD Sewer Servioe projeot.. That Property Owner agrees to participate in and not protest the formation of a Utility Local Improvement Distr1ct. or District project which is designed to provide public seWer services to the property. 4. Covenant. That this Certificate shall be recorded in the real property records of King County. and shall be a permanent condition on the property running with the land. and binding upon the heirs. successors. assigns. or grantees of Property Owner until such time as the costs for connection are fully paid to the District. XN ~TNESS ~OF. we have hereunto set our!:nd and seal this 18 day of\ • .lECft-r bU . ~ 2naQ . pr~.X' Property OWner ________________ • SOOS CREEK WATER & SEWER DISTRICT Title ______________ __ -2- = = e- STATE OF WASHINGTON ss (individual) COUNTY OF KING On this day personally appeared before mef....o.rlol,*, b. I=OfI6c>tJ and , to me known to be the individUn described in and who voluntary act and deed, for the uses and purposes therein mentioned. ~ GIVEN under my hand and official seal this 10:-day of O:>er .. m br r= ie? aD ~~LIC in and f:;-the State ~e~gton. residing at My commission expires P:4~ 2 I) 7 QO~ STATE OF WASHINGTON ss (Corporation) COUNTY OF KING On this __ day of , 19 __ • before me the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared and _________________ ~~---~ to me known to be the President and Secretary, respectively. of the corporation that executed the foregoing instrument and acknowledged the said corporation, for the uses and purposes therein mentioned, and on oath stated that are authorized to execute of said instrument, and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year first above written. NOTARY PUBLIC in and for the State of Washington, residing at My commission expires __________ _ -3- • Fi led for Record at the request of: Soos Creek Water & Sewer District 14616 SE 192nd SI. POBox 58039 Renton, Washington 98058-1039 Docwnent Tit1e(s): MEMORANDUM OF DEVELOPER EXTENSION REIMBURSEMENT AGREEMENT FOR W-146 Reference Number(s) ofDocwnents assigned or released: N/A Additional reference numbers on page _ of document( s) Grantor(s): Soos Creek Water & Sewer District Additional names on page _ of docwnent. Grantee(s); SOOS CREEK WATER AND SEWER DISTRICT Additional names on page _ of docwnent Legal Description: STR SW 33-23-5 in King County, Washington Additional legal is on page i of document. Assessor's Property Tax Parcel/Account Number(s): 6198400125,6198400280. 6198400300 and 619840 0260 20090106001236.001 , ;; 20090106001236.002 "H'H-"-.... "'.'.'H •.• -.. -.. -.• "." •. --... '''-... '''.-~'''H··l THIS SPACE PROVIDED FOR ! RECORDER'S USE: j RLED FOR RECORD AT REQUEST OF ! SOOS CREEK WATER AND SEWER DISTRICT WHEN RECORDED RETURN TO Name SOOS CREEK WATER AND SEWER DISTRICT Add,ess P.O. BOX 58039 City. SlaIe,Zip RENTON, WASHINGTON 98058-1039 SOOS CREEK WATER AND SEWER DISTRICT MEMORANDUM OF DEVELOPER EXTENSION REIMBURSEMENT AGREEMENT LATECOMER AGREEMENT NO, W.146 Dated August 1. 2007 PROJECT: Jessie Glen IRJ Water Total Latecomer $ 87,252.05 o Sewer Total Latecomer ,£$ _____ -' Resolution No.?)\ 28 -L0 Termination Date August 1, 2022 WHEREAS, Property Owner has installed water or!;ewer mains and/or facilities pursuantlo a Developer Extension Agreement to provide service to properties within the service area of the District, and the District has accepted a Bill of Sale for such facilities; and WHEREAS, in accordance with R.C.W. 57.22 the District has by Resolution provided in its Developer Extension Agreements for the reimbursement to owners from other property owners who connect to or use such facilities within 15 years; and WHEREAS, by this Memorandum, which shall be recorded, the District hereby gives notice of the reimbursement terms contained in the Developer Extension Agreement. Page 1 of2 • • 20090106001236,003 NOW, THEREFORE, IT IS AGREED: 1, Reimbursement ThaI Property Owner shall be entitled to reimbursement from connection charges described herein within 15 years from the 1st day of August , ~, the date of the District's acceptance of the Bill of Sale for the facilities. 2, Amount of Reimbursement to Property Owner. The Latecomer total is the amount which has been determined by Ihe District to be the Property Owner's reasonable costs of construction of the facilities for which it is entitled to reimbursement, plus 10% for the District's reasonable costs of establishing and administering the Agreement. The District shall retain such additional 10%, and shall deduct 10% from the remainder as the Owner's share of the District's reasonable costs of establishing and administering the Agreement. 3, Developer Extension Agreement That the terms of the Developer Extension Agreement between the parties regarding Latecomer Reimbursement are incorporated herein by this reference, A copy is on file at the District. 4. Facilities. That the facilities subject to this Agreement are described as follows: See Exhibit "A" 5. Reimbursement Area. That the reimbursement area subject to this Agreement is legally deSCribed as follows: See Exhibit "B' 6. Required BI-Annual Notice, That pursuant to RCW 57.22.020 (3), every two years from the date this contract is executed Property Owner is required to provide the District with jnforma~on regarding its current contact name, address, and telephone number. If Property Owner fails to comply with this notification requirement within sixty (60) days ofthe specified time, then the District may collect any reimbursement funds owed to Property Owner under the Agreement, and the District's obligation to reimburse Property Owner from such funds will end. For purposes 01 this provision, the date of the contract's execution shall be the date irsl indicated above, 5005 CREEK WATER AND SEWER DISTRICT B' Page 20f2 20090106001236.004 Exhibit "An SOOS CREEK WATER & SEWER DISTRICT Water Latecomer's No. 146 JESSIE GLEN Base Map E-4 ON !, FROM ~ TO 116'" Ave SE The valve connection at the ' The valve connection at the intersection of 116'" Ave SE intersection of 116'" AveSE and SE 18B" PL and SE 189" PI. 116'" Ave SE and The valve connection at the The bend 32 feet +/-north SE 189ft PL intersection of 116"' Ave SE ofLot 31, between Lots 20 and SE 189'" PL and 31 , SE 189'" PL and The bend 32 feet +1-north The blow off assembly at Easement No. 33-of Lot 31, between Lots 20 the northeast comer of lot 22-5-W1029 (TraGI and 31 22 B and Lot 22) SE 189'" PL and The valve connection 40 The valve connection at the Easement No. 33-feet +/-' north and 26 feet +/-south line atTract B 23-5-W1029 (Tract west of the northwest line of , Bl Tract B SE 191 '" 5T and The valve connection at the The blow off assembly at Easement No. 33-northwest comer of Lot 37 the northwest corner of Lot ' 23-5-W1029 (Tract 32 C and Lot 32) SE 191 " 5T and The valve connection to the The blow off assembly at 120" Ave 5E existing system at the the south plat line between intersection of SE 191 .. S T Lots 34 and 37 and 120" Ave SE 116' Ave SE Coupling connection to Ex. Coupling connection to Ex. 6" AC waterrnain west of AC watermain west of the the west plat boundary, 5 west plat boundary, 5 feet feet +/-south of the south +/-north of the south plat I Dlat boundary boundary SE 189" PL and The valve connection at the The blow off assembly at Easement No. 33-south end otTract A the north end atTract A 23-5-W1029 (Tract A) F;I.OO1moQ14\D03't.C14t1eXA.OOC -1012W2008 Exhibit "B" SOOS CREEK WATER & SEWER DISTRICT WATER LATECOMER'S NO. 146 JESSIE GLEN Base Map E-4 KING COUNTY PARCEL NO. 619840-0125 LOT 6, BLOCK 1. NORTHWESTERN GARDEN TRACTS DIVISION NO.4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47 OF PLATS. PAGE 74. IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 30 FEET THEREOF. 441.06 Front Feat @ $66.291ft 10% ADMIN. FEE: TOTAL LATECOMER'S CHARGE KING COUNTY PARCEL NO. 619840=0280 $ 29,239.36 $ 2,923.94 $ 32,163.30 LOT 5. BLOCK 2, NORTHWESTERN GARDEN TRACTS DIVISION NO.4. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47 OF PLATS. PAGE 74. IN KING COUNTY. WASHINGTON. 20.82 Front Feet @ $66.291ft 10% ADMIN. FEE: TOTAL LATECOMER'S CHARGE KING COUNTY PARCEL NO. 619840·0300 $ 1,380.23 $ 138·02 $ 1,518.25 LOT 6, BLOCK 2, NORTHWESTERN GARDEN TRACTS DIVISION NO.4. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47 OF PLATS. PAGE 74, IN KING COUNTY. WASHINGTON. 628.62 Front Feat @ $66.29/ft 10% ADMIN. FEE: TOTAL LATECOMER'S CHARGE KING COUNTY PARCEL NO. 619840:.0260 $ 41,673.35 $ 4.167.34 $ 45,840.69 LOT 4. BLOCK 2. NORTHWESTERN GARDEN TRACTS DIVISION NO.4. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY. WASHINGTON. 106 Front Feet @ $66.291ft 10% ADMIN. FEE: TOTAL LATECOMER'S CHARGE $ 7.027.10 $ 702.71 $ 7,729.81 LATECOMER'S RATE: $66.29 PER FRONT FOOT 20090108001236.005 Filed for Record at the request of: SOOS CREEK WATER AND SEWER DISTRICT 14616 SE 192nd St. POBox 58039 Renton, Washington 98058-1039 Document Title(s): SEWER SPECIAL CONNECTION CHARGE #S-317 Reference Number(s) of Documents assigned or released: NJA Additional reference numbers on page _ of document(s) Grantor(s): SOOSCREEK WATER AND SEWER DISTRICT Additional names on page _ of docwnent. Grantee(s): SOOS CREEK. WATER AND SEWER DISTRICT Additional names on page _ of document. Legal Description: Easterly 150 feet of Lots 4 &5, Block 2, Northwestern Garden Trac.s Division 4. according to the pat thereof, as recorded in Volume 47 of Plats. Page 74, records of King County. Washington. Additional legal is on page L of document. Assessor's Property Tax Parcel/Account Nwnber(s): 0322059229 and 9192 20090106001250.001 J ExhlbitH~' 500S CREEK WATER & SEWER DISTRICT Special Connection Charge #317 Contract 4-2004S UUD #1075 BASE MAP E-4 . Any of the following described property thai applies for additional sewer service by connection to the sewer mains and appurtenances in Contract No. 4-2004$, UUD No. 1075, for Soos Creek Water & Sewer District and as shown on As Built Drawing No. 8-250. The Easterly 150 feet of Lots 4 & 5, Block 2. Northwestem Garden Tracts Division No.4. according to the Plat thereof, as recorded in Volume 47 of Plats. Pllge 74, records of King County, Washington; TOGETHER WITH Lot 6 lind 7, Northwestem Garden Tracts Division No.5. according to the Plat thereof, as recorded In Volume 47 of Plats. Page 90, records of King County. Washlngtlon. Less the South 144.36 feel oflhe West 155.08 feel of said Lot 7. SIDE SEWER STUB CHARGE LUMP SUM SEWER MAIN CHARGE $ 1,589.23 each $11,207.53 per ERU Please Note: Most parcels have been assessed for one residential sewer service In the Final Assesssment Roll for UUD No. 1075. as approved by District. In Resolution No. 2771-S on January 6, 2006. F:\0004I00004IOO31SCC317ExA.docx-10/1TI2008 Filed for Record at the request of: SOOS CREEK WATER AND SEWERDISTRICf 14616 SE 192nd St. POBox 58039 Renton, Washington 98058-1039 Docwnent TitIe(s): SEWER SPECIAL CONNECfION CHARGE #8-317 Reference Nwnber(s) ofDocwnents assigned or released: NIA Additional reference nwnbers on page _ of docwnent(s) Grantor(s): SOOS CREEK WATER AND SEWER DISTRICT Additional names on page _ of document. Grantee(s): SOOS CREEK WATER AND SEWER DISTRICT Additional names on page of docwnent. 20090618000118.001 Legal Description: Easterly 1 SO feet of LoIs 4 & 5, Block 2, Northwestern Garden Tracts Division 4, according to the pat thereof, as recorded in Volume 47 of Plats, Page 44, records of King county, Washington. Additional legal is on page L of docwnent. Assessor's Property Tax Parcel/Account Nwnber(s): 619840 0260, 0280 and 619900 0120, 0125, 0126,0127,0141,0142 and 0143 .. '. It • Exhibit "A" SOOS CREEK WATER & SEWER DISTRICT Special Connection Charge #317 Contract 4·2004S ULlD#107S BASE MAPE-4 20090618000118.002 Any of the following described property that applies for addijional sewer service by connection to the sewer mains and appurtenances in Contract No. 4-20045, UUD No.1 075, for Soos Creek Water & Sewer District and as shown on As Built Drawing No. 8-250. The Easterly 150 feet of Lots 4 & 5, Block 2, Northwestern Garden Tracts Division No.4, according to the Plat thereof, as recorded in Volume 47 of Plats, Page 74, records of King County, Washington; TOGETHER WITH Lot 6 and 7, Northwestern Garden Tracts Division No.5, according to the Plat thereof, as recorded in Volume 47 of Plats, Page 90, records of King County, Washingtlon. Less the South 144.36 feet ofthe West 155.08 feet of seid Lot 7. SIDE SEWER STUB CHARGE LUMP SUM SEWER MAIN CHARGE $ 1,569.23 each $11,207.53 per ERU Please Note: Most parcels have been assessed for one residential sewer service in the Final Assesssment Roll for UUD No. 107S, as approved by District, In Resolution No. 2n1-S on January 6, 2006. F:lOOQ4I000Il4'OO3ISCC317ExA.doc.x·10117J2006 • • /7~ NORTHWESTERN GARDE.N TRACTS",> DIY. NO.4 S.W.1I4 "1100 r..W.1I4 01 &EGTIOIUS T.21.N.R.O.E.W .... KING GOUNTY scale ,~ II: WASK. 200' tontineniol [n . .g~~.~e~g··~: SoaHlo,cWO.hj,'·, N ..... , Date '., ~ ...... . ~.~}4-1.( 7 ... ~ ... ~. .\. .,.: . Fj~·,.,!or record ·at-..'h.a ~,t ofll1r 1<1n9 CO~n1y Planning Commission .·.)hl!!l44ay\2f. _.A..<l..l&...~ .... ___ 1. ... .0 a.sa... .. t A"-mll'luin put _ JJ. .A.~_ "Jt?,.~~.~ .. ,.~~I~.~. A.Z_jaf 111.1,!p.S'.!L 'beord. of l<ing Count)' ..... ., ... ""'" ...... --" ~.Ltlfu·;, ____ ." oeput;i. > CVUD1y Auditor "'N.9:;'; AU ~'p.I'I'I 'I'I.~;t:.PR£~a::~'rs +hat W~. the undercignli!.d wil~ • .,m w GDrdon .~hd Gl11dj5 1". Gordon 'f-I".lifife, 9 .... "CfS in_ fill' simpl0 of 'he land Mri'by:plal1r:~)·:·l1ertb) ,~'e::lara this plBt a~d delllca!e 10 the Lise of tne publiC forl1"'9~; all strfAi..ti, a~ys end tlVenues thown hereon and The LIse fhl!>reQt fo,,".,11 P'!blio·, ': PLlrpo$u.l1a1Inc:.0!1~idan'with the use thereof ft)r pUDlic hi!J'if.i.~)' P'kp05~s!; also 111 piH\(s,otIIscmenh or" ... .,.teyu public pro'~r\y or'"p~' 1hfir,ie tlra shown on #Ii pI'" fOl" the purpose the!f-j~ .. i,:"clie~d; .1110 ther r.~'9M fom8k't all .\~u forcl.l\~ or fill .. l.lpon ,~·iots;·t:I~'·:~~ch or p..I!F'teI'll of land shown tin ItH" plat in t\lIt: ori9i~.\ ~'ofleple·~~~ii\g:9h;ll··'he streets, 8"11enue"S and alleys IU'Id plaers $hoWI\ ~.~)"201l. ."... ,.r IN ..... ,T~'&]. _I:· .. ftt~,WI" h .. ~\lereunIQ $el c,vr hl"d:s .nd sul~ Ihi, .w ..... . d1lY of·~ ,,\~ .\, Ar:;..jffO 9 \ /\" 'i 'i,,, .• ~ >( c .. ~. __ .. , ',.,:,........" _, .......... "'. ~o.""" S E A L aJ.dJJ. .• _·J7~~·_ ... .,;&;(' , 14~ .... ... ' .. ....... ACItMOWLEDU .. ENT .' .. , .. {"CfI,:rE Of ~"8\-11t-1~TON I . c.ollftrv Of ;"'lItte; 1.5, ~ .. :." ... ,:.'. {Thi! 'S '''r;1!rtif'y 'kat on 1his.' _ 4ay of . I!l,fO .,\ ..... l:! ,.,.fA·: 'bllfo, •. Ji'I.~ lnllund.llisned,a notal")' pub'ie~p~na" II d ·"'i..u:&rn w. GQ~ lind Gllldys F" &ordOfl. h., wife, 10 me, kMwn to be ttre-'~on, '#0(1'1'0 clO.eculad th_ foregoing ded~lIt;oo arod ... no l!IC'lCn~\ed9!d rom.: 1n.t:tb,y signed arid $ea\ed the S&m~ liS theirfru /!1M ~olunt3rjl iIIC::! and d_a for the. uses and purposes her!;in lTlocnlioned W'TN"' my hand lind offlCI!!1 seal thoc: day and I.:jurebove writt€on. ______ )l.m.r:"J~ ______ .. _ lIo\ll.ry Public in .nd for the Si.-te of Wasl"tington 1'"C.~ldl"g in s-nl& ',' -, ". ~.~---'--" .: .... .,:.;.:.:.: .. :, ... ,'. Aftel record ... _m 10: GREG ZEMANEK \900] 120'111 AVE. S,E. RENTON WA 911058 • , " Filed for )Iec.nllt IIIe KequClt of , ' Wasbing"" Tid< Company RI0!IZ31 '. • q-LPIJ.IO STATUTORY WARRANTY DEED Waf:; £; D9 JJ3/-I TIlE GRANTOR LYNNAE C, OLSON, • sln&1e petIOlI for aDd in consideration of TeD Dollan and Other 000cl1Zld Valuable Coaaldctation In haoll paid, "",vO)'.1011 """""" 10 GREG ZEMANEK, • ulIIIIIIIiecI petIOlI lb. loIIowiD, describe<! rea( _10, .1tuoI. iD th, County of KING, Stile of Wasb1npn: Lot 5, Bl""k 2, NorIhwcslem Ganlen Tncts, Divlll., #4, _g I. the plat then:ot _nIocIln Volwn. 47 of PiaU, page 74, iD Kina Coonty, Walhioglon. ~ ~ CD .. " ~ .. :., SUBJECT TO: S •• ExIlibit • A" attaclled hereto and by Ibn td'en:ace m8<le • pan he ... l: •• Tax Account No. 619&41).028(1.OZ and 619840-0280-65 Dated thi. 61b day of IUNE, 1997 O~ By------- By----------------- Older. 1364166 DOC. KC.l99J 9)06110192 Public Rerord Page I Of 2 , • I · • OEated By. stiOlWIA! mmed. 6}3}2013 LU} .25 PM PSi ", ; . . ,' '.' .. " ·i ':.t-. I,:. •• ,'L • "', ' .. i /. ',", " '" '. ~ " ..... . 'i ...•... .... f. • "', "" .. ,' "''''' __ "'_'~. '" ""I".,,,..,_~~;_>" _~_ ....... ;~ ,~r'·Nr,~~, ..... :rd:..:...V'';;,='Lr:c:.!.r!,',id.;,~".ff. ;:f·~:,:~1ior::-;:'::'~~~··:. ::.:. "":::."': :,0 •. :~. " ~ ... ... ~ 0 Si IIHlBlf ~A· RlOtaJl RBSftlCl'ImG c:'OWl'AllIID (If. '1'111 ncB OJ' DII fLU' M ro~ I 110 lot ft PRtioa. of • lot in 1:h11 plat .ball be' cUy1Gt4 aDd .old 01:' n80Ld. or CMW'ahip eb.a.apd 0'1' tl'UUlf.ned. whereby the awonbip j)f any portiOn of th1. plat. Illtall .,. la. thaD tM Oft« ~ fen tM 1I0Il. dhtdct .tat" on thi. plat bMMly, 35,000 .cpan !eat for 1~1 ~ "'e, wikb • ~ lot. or "&CIt. lIfi4"" of! 1" foot. WatU' to ba oaaaan4 frail 1oc:a1 ItIIIl'o'ftnlWlDt nt.tdct, sewage DlIpo .. 1 to lie !If 1,1., of MPtJ.c t&aU IDCl ftlPUnl nelo of ~d de.iga. . I .. ...ut i!:0Z' gzoadtng of IU •• t elapel ... Dell.,lary. 0YfZ' poz'tioa of pZftJ. .. _joiaJ.ftg UJ' ~:rHt IIIr alley. Public Record :", ':'" \ " , ~ ...... I,.:· . :.' .'" ;-, i , • I· .1 " .-' I • • .•.. . Ordet': 13&1186 DOt. KC.I99J 9)06110192 Page 2 or I veSted BY. SI kJbdi Je mntea. 6]3}2V131.v).25 PM PSI AFTER RECORDING MAIL TO Greg J Zemanek and JOSSI8 G Zemanek 1 0003 120th Avenue Southealt Renlon, WA 98058 Filed to.-ReCOlll.t Request of T"", Tn" Company QUIT CLAIM DEED THE GRANTOR(S) Greg J Zemanek, who 8O:IU1red bile as Greg Zemanek ,...., OP'''1 for and ITl consideration of of transfer to create communrty property c:onveys and quit dams to Greg J Zemanek and Joe_ G Zemllnek. husband and wife the following descnbed real estate, adue:ted 10 the County of King, State of Wastllngton, together WIth elf after ElCQUlred tdIe of the gl1l'ltor(s) therein lot(.) 5, Bloc!< 2, North .... tern GMion Tracts o.,s.., 4, acoordlng to 1110 plat 1I10re0f recorded m Volume 47, of Plats, page(s) 74, In KIng County, Washington Property oommonly known as 190031201hAveSe.Rentoo,WA 98058 AssHsor's Property Tax Parcel/Account Number 61984Q.0280-02 STAre OF WASHINGTON COUNTY OF KING On thIS day personally appeared before me Greg J Zemanek to me known 10 be the IfldMdual descriled In end who executed the wthl"l and foregotng Instrument. and acknowledgecllhet he atgned the seme 88 hiS free and VOUrt8ry ad and deed, rorthe uses and purposes therein mentJoned GIVen under my hand and official seal, tile the ~ S,U Nolary Public i)and for the state ofWashl'lglOn Resid'ng at ~rn MyComm~"on Expo .. 10-14-01 (SEAl) LPII-12(I)TIIIr • • NORTHWESTERN GARDEN TRACTSL,:,"7~ o.tz ).J U ; .• !Ai " >-~~i iC ' • ~:o. ':. " -, '.-, .. ~ - DIY. NO.4 40~~..,." .... , \ " . Fj~~ .• Jor re~ofd·~.'h.e ~,t of ftw l<in9 Count,)' I'lano;n~ COl'llmiss;on }\u:I.t.t.dajaf. _AIoL"-~ \. ___ )A.D ",.so.... at Jl.4i.. m.,ufe. pitt _.JJ. A..M.._ 'in.~.,-eeor$d"·iq._,\fol"'~_ A..1. _for PI.ls~P'9'!_u... UCOrds of King Count~ .. ;z,'P''''v'''''''''""';'';;:'-0 / :-:F.i"~Lt J1tt.~_ .. _ ," Qe tt); .. ,,:7 Cl;:Iun1;:.1 Au(;It10r " " ., " Return Address: G~~ ~~TS~-.~qp!fl BIN TE CORDER'S C • Sb PI .... prf .. or .... l.r....uo. WAS GTONSTA RE over 2006051(5001971.001 eet JRCW 6.5-001) Document TIde(s) (or lraDsactions cODtainod !herein): (all .... epplicable ID your documoolllllll be filled in) 1. ,q~~\OAWr: (?4; 1\n.Q\t.)G 2. 3.£.\(' )Q.I/ Ul'aI.~ CQJ\i 4. I Rererence Number(s) or Doc:umeDts assiped or released: AdditiODal nfemlce II', '"' page __ of doc:umcnt Grlutor{s) (Las1~~tiaJs) 1. Grn;,G T, 7r: , 2. , Additional IIIDIOS '"' page __ of documcmt. Grg:~) (I.lSuwne fJISt.1ben first IIIIl1IC ODd initials) ~: !-l Coo.) tJ-r' y : Additional ........ onJlO8e __ of dOCUlllCnl Legal desc:ripdou (abbreviated: i.e. lot, block, plat or sectioa, towDsbip, rmge) L-c-r St;.'f.;.I. . .o"':J..K;l. ~ h.hn::r~~F.Srt:.~ ~~,Ij)'Vf?,ovu*4 Addilional Jc is on JIOIlC __ of document. 1 Asses~ Pro~ Tn ParcellAeeouut Number b ~ ':I.0 002= D A.sscsaor Tax /I DOt yet assip:d The AuditorlRecordcr wiI1 rely 00 !be iDformatiOD provided on the fonn. The slaffwill not read the docurneut to I verify !be or OOIDDJeC=:ss oftbc . . iId'oImatiOll . heroin. .. I am requesting an emergency nonstandard recording for an additional fee as proVIded m RCW 36.18.010. I understand that the recording processing requirements may cover up or otherwise obscure some part of the text of the original document. ______________________________________ ~SiwmtureofRequ~gP~ 2006061GOO1971.002 <® King County Dept. of Development MCI Envl'ron.".nta! S.rvl~ Buudlng ServICes DlVlalol1 900 Oakeadate Avenue Southwo~t Renton. Washington 98055--1219 206-296-6600 TIY 206-296·7217 Alternative formats available upon request AFFIDAVIT REGARDING ACCESSORY WELLING UNIT This property contains a primary dwelling unit and an accessory dwelling unit. as defined by Chapter 21A.06.345 and 21A.06.350 of the King County Code. Requirements for accessory dwellings apply to this property Including limitations placed upon the use and cons\ruction of accessory dwellings as prescribed by Chapter 21A.08.030 of the King County COde. The notice shall run with the land and shall not be removed except upon specific WrItten authOrization by King County recorded upon this title. I. (-ft6 7f~k: , having been duly swom on oath, depose and declare: 1. I am the property owner of property legany described as: /..0/ 5 Bt (lI"A:Z f..kttn/~RJJ G('IO.09J ~r:rs, o,,,,,sKiN..jfq " With an address of: I 9007, 1::J.t, 71 .£ItA<. S. ~ . And Parcel Number: (,/qgqOQ2l?oO.;2. 2. I occupy or intend to occupy the primary residence or the accessory dwelling unit on the property. 3. I am aware of the following regulations for accessory dwelling units: a. Only one accessory dwelling unit per primary Single detached dwelling unit Is penmltted. b. The accessory dwelling unit is allowed only in the same building as the primary dwelling unit when the lot Is less that 10.000 square feet in area or whan there is more that one dwelling unit on the lot. c. One of the dwelling units shall not exceed a floor area of 1,000 square feet except when one of the dwelling units Is wholly contained within a basement or attic. d. When the primary and accassory dwelling units are located In the same buil~ing, only one entrance may be located on each street side of the building. e. One additional off -street parking space shall be provided for the accessory dwelling unit. f. The accessory dWelling unit shall be converted to another use or shall be remOved if one of the dwelling units ceases to be owner occupied. Signed: ~ ~ .d Date: 5 -a6 _a5 Subscribed and S~ to, before me the btL-HG.::J 't...oo7' • e State of Washington Check out the ODES Web s/te.t www.metrokc,qoylctdes ACU AffIdavtt b-Brr--aou.P<fI' 00-' EJ-2003 Page t of 1 .. . . ',. ' RECORDING REQUESTED BY AND WHEN RECORDED MAll-TO: 6f11Jb ;lr~X. 20061012002418.001 RECORDING COVER SHEET DECL~ TION OF COVENANT AND GRANT OF EASEMENT Grantor. G~6 :3--owv€-K Grantee: KIN (" Co IA.N 1)' Legal Description: S l ~1\\)JE:r, ,.~....Q).) ~aV -,w; ij \ II -II q Additional Legal(s) on: _________________ _ Assessor's TIIX Parcel ID#: _<ellt:..l.!.L9..J:::a:.::;4~O::...-:.....O~z..:..l8:Qo:::...... ____ ----- EXQS!: TAX Nor REQUIRED .,!$:Cf!Ji: •• • • DECLARATION OF COVENANT AND GRANT OF EASEMENT For Stormwater Flow CODtrol Best MaDagemeDt Praeth:es 20051012002418.002 IN CONSIDERATION oflbefollowing approved King County (check one oflbe fullowing) Ji residential building permit, tJ commercial building penni!, tJ clearing and grading permit, o subdivision permit, or 0 short subdivision pennit fur Application No. is 0.5 L () (, z.. (p relating to real property ("Property") legally described as follows: The Grantor(s), the owner(s) in fee of the above described parcel ofland, hereby covenants with King COUIIty, a political subdivision oflbe state of Washington its successors in interest and assigns ("King County"), that it will observe, consent to, and abide by the conditions and obligations set forth and descn"bed in Paragraphs I and 2 and 4 through 7 below with regard to the Property, and hereby grants an access easement on and to the Property to King County, for the purposes described in Paragraph 3 below. Grantor(s) hereby grants, covenants, and agrees as follows: I. Owner(s) of the Property shall retain, uphold, and protect thestormwater management devices, features, pathways, limits, and restrk:tions, known as flow control best management practice.s ,("Flow Control BMPs"), shown on the approvtcl Flow Control BMP Site Plan fur the Property attached hereto and incorporated herein as Exhibit A. 2. Owner(s) of the Property shall at their own cost, operate, maintain, and keep in good repair, the Property's Flow Control BMPs as described in the approved Design and Maintenance Details for each BMP attached hereto and incorporated herein as Exhibit B. 2 • • 20051012002418.003 3. King County shall have 8 nonexclusive perpetual access casement on the Property in order to ingress and egress over the Property for the sole purposes of inspecting and monitoring the Property's Flow Control BMPs, and ifapplitable in atcordance with the terms of Paragraph 4 below, performing any comctive work required to bring the Property's Flow Control BMPs into eompliance with Title 9 of the Kina County Code. 4. If King County determines that maintenance, repair, restoration, and/or mitigation worle: is required to be done to the Flow Control BMPs and has not been performed by the Property owner(s), the Director of the Water and Land Resources Division of the King County Depanment ofNatunll Resources and Parks sball give notice to the Property owner (s) of the speeitic maintenance, repair, restollltion, and/or mitigation work (Worle:) required pursuant to Tide 9 of the KIng County Code. The Manager shall also set a reasonable time in whicb the Work is to be completed by the Property owner(s). If the Work is notcompleted within the time set by the Division Director, King County may perform the required Work. Written notice will be sent to the Property owncr(s) stating King County's intention to perform the Worle:. Performance of the Work by King County will not commence until at least seven (7) days after sucb noti" is mailed. If, within the sole discretion of the Water and Land Resources Division Director, there exists an imminent or preseot danger, the owner bereby waives the seven (7) day notice period and the Work wiD begin immediately. s. The owner(s) of the Property 5ba1l assume all responsibility for the cost of any Worle: requited to be done to the Flow Control BMPs. Such responsibility shalllnclude reimbursement to KIng County within thirty (30) days of the rceeipt of the invoice for any such Work perfonned by King County in atcordance with the terms of Paragraph 3 above. Overdue payments will require payment of interest at the cumnt legal rate as liquidated damages. In the event that King County does not rceeive reimbursement within the required time frame, it mar elect to plate a lien on the 3 20051012002418.004 Property and ~ upon the lien in aC<lOrdance with the terms and procedures specified in Chapter 23.40 of the King County Code, as amended from time to time. [flegal action is taken to enforce the provisions oftbis Paragraph, the prevailing party is entitled to costs and attorney's fees. 6. Apart from performing.routinelandaeape mamtenance,tbe Property owner(s) is (are) bereby required to obtain written approval fi"om the Water and Land Resources Division Manager of the King County Department of Natural Resources and Parks prior to performing any alterations or modifiations to the Flow Control BMPs. Anynotice or consent required to.be given orotberwise provided for by the provisions of Ibis Declaration ofCoVClUlllt and Grant of Basement shall be effective upon personal delivery, or three (3) days after milling by Certified Mail, return receipt requested, wbk:bevcr 0CCUIlI sooner. 7. This Declaration of Covenant and Grant ofEasernent is intended to promote the efficient and effective /IIlIIIagement of surtilce water drainage on the Property, and it shall inure to the benefit of all the citizens of King County, its successors and assigns. ThIs Declaration of Covenant and Grant of Easement shaJl run with the land and be binding upon Orantor(s), and Grantor's (s') successors in interest and assigns. 8. This Declaration of Covenant and Grant ofEasernent may be terminated by execution of a written agreement by Grantor( s) .and King Coimty expressing their mutual agreement to terminate this Declaration of Covenant and Grant of Easement. • 20051012002418.005 IN WITNESS WHEREOF, this Declaration of Covenant and Grant of Easement is executed STATE OF WASHINGTON) )SS COUNTY OF KING ) By ________________________ __ ~--------------------- . On this ~ day of OC{. , 20 Dr , before me, the undersigned, a Notary Public in and for the State of j}J 1'1: • , duly commissioned and sworn personally a~d , to me known to be the itxIividual described in and who executed the foregoing inSlrUmcnt, and acknowledged to me that he signed and sealed the said instrument as h free and voluntary act and deed for the uses and purposes therein mentioned. . Printed name No~ Pub~or the State of Washington, restdrng at ... ~~OQI.DO-__ -------- Myappointmentexpircs cr ./q .a~ 20051012002418.006 ~ ~ "3, ~ '" c ~~ c Hi t! J ~ .I!! m CI) ... I ,g " ~ c 0 (,,) ~ -0 ~ u: ." ~ " ~ .... C> ~~ .... • Filed for Record at the request of: Soos Creek Water & Sewer District 14616 SE 192nd SI. P o Box 58039 Renton, Washington 98058·1039 • Docwnent Title(s): MEMORANDUM OF DEVELOPER EXTENSION REIMBURSEMENT AGREEMENT FOR W-146 Reference Number(s) of Documents assigned or released: N/A Additional reference numbers on page _ of document(s) Grantor(s): Soos Creek Water & Sewer District Additional names on page _ of docwnent. Grantee(s): SOOS CREEK WATER AND SEWER DISTRICT Additional names on page _ of document Legal Description: STR SW 33·23·5 in King County, Washington Additional legal is on page ...2... of document. Assessor's Property Tax Parcel/Account Number(s): 6198400125,6198400280, 6198400300 and 619840 0260 20090106001236.001 .r ~/".', 200901 06001236.002 ........ ~M." .. _ ...... _, •.••.••• _M.~ ••• ~."._._ .• _Mh •• __ ••• _ ••• M ..•. ! FILED FOR RECORD AT REQUEST OF SOOS CREEK WATER AND SEWER DISTRICi WHEN RECORDED RETURN TO Name SOOS CREEK WATER AND SEWER DISTRICT Mdr... P.O. BOX 58039 City, Slate,Zip RENTON. WASHINGTON 98056·1039 THIS SPACE PROVIDED FOR RECORDER"S USE: SOOS CREEK WATER AND SEWER DISlRlCT MEMORANDUM OF DEVELOPER EXTENSION REIMBURSEMENT AGREEMENT LATECOMER AGREEMENT NO. W·146 Dated Augyst 1. 2007 PROJECT: Jessie Glen [RJ Water Total Latecomer $ 87.252.05 o Sewer Total Latecomer 1$ _____ -" Resolution No. 31 ;;8 -L0 Termination Date August 1. 2022 WHEREAS, Property OWner has installed water or sewer mains andlorfacil~ies pursuantto a Developer Extension Agreement to provide service to properties within the service area of Ihe District, and the District has accepted a Bill of Sale for such facilities; and WHEREAS, in accordance with R.C.w. 57.22 the District has by Resolution provided in its Developer Extension Agreements for the reimbursement to owners from other property owners who connect to or use such facilities within 15 years; and WHEREAS, by this Memorandum, which shall be recorded, the District hereby gives notice of the reimbursement terms contained in the Developer Extension Agreement. Page 1 of2 20090106001236.003 NOW, THEREFORE, IT IS AGREED: 1. Reimbursement. That Property OWner shall be entitled to reimbursement from connection charges described herein within 15 years from the 1st day of August . 2007, the date of the District's acceptance of the Bill of Sale for the facilities. 2. Amount of Reimbursement to Property Owner. The Latecomer total is the amount which has been determined by the District to be the Property Owner's reasonable costs of construction of the facilities for which it Is entitled to reimbursement, plus 10% for the District's reasonable costs of establishing and administering the Agreement. The District shall retain such additional 10%, and shall deduct 10% from the remainder as the Owner's share of the District's reasonable costs of establishing and administering the Agreement. 3. Developer Extension Agreement. That the terms of the Developer Extension Agreement between the parties regarding Latecomer Reimbursement are Incorporated herein by this reference. A copy is on file at the District. 4. Facilities. That the facilities subject to this Agreement are described as follows: See Exhibit "A" 5. Reimbursement Area. That the reimbursement area subject to this Agreement is legally described as follows: See Exhibit '8' 6. Required BI-Annual Notice. That pursuant to RCW 57.22.020 (3), every two years from the date this contract Is executed Property OWner Is required to provide the Districtwith information regarding its current contact name, address, and telephone number. If Property Owner fails to comply with this notification requirement within sixty (60) days of the specified time, then the District may collect any reimbursement funds owed to Property Owner under the Agreement, and the District's obligation to reimburse Property OWner from such funds will end. For purposes of this provision. the date ofthe contract's execution shall be the date first indicated above. 5005 CREEK WATER AND SEWER DISTRICT s· ager Page 2 of2 20090106001236.004 Exhibit "A" 5005 CREEK WATER & SEWER DISTRICT Water Latecomer's No. 146 JESSIE GLEN Base Map E-4 ON FROM ,:-TO 116'" Ave SE . The valve connection at the The valve connection at the intersection of lIS'" Ave SE intersection of 116'" AveSE and SE 189'" Pl and SE 189'" Pl 116'" Ave SE and The valve connection at the The bend 32 feet +/-north SE 189" PL intersection of 116'" Ave SE of Lot 31, between Lots 20 and SE 189"PL and 31 SE 189'" PL and The bend 32 f~ +1-north The blow off assembly at Easement No. 3a.: of Lot 31, between Lots 20 the northeast corner of lot 22-5-W1029 (TraGI and 31 22 B and Lot 22) SE 189'" PL and The valve connection 40 The valve connection at the Easement No. 33-feet +/-' north and 26 feet +/-south line otTract B 23-5-W 1 029 (Tract west of the northwest line of B} Tract B SE 191" 5T and The valve connection at the The blow off assembly at Easement No. 33-northwest comer of Lot 37 the northwest corner of Lot ' 23-5-Wl029 (Tract 32 C and Lot 32) 5E 191 " ST and The valve connE:ction to the The blow off assembly at 120" Ave SE existing system at the the south plat line between intersection of SE 191 .. 5T Lots 34 and 37 and 120" Ave SE 116" AveSE Coupling connection to Ex. Coupling connection to Ex. 6" AC watermain west of AC watermain west of the the west plat boundary, 5 west plat boundary, 5 feel feet +J-. south of the south +1-north of the south plat . plat boundary boundary SE 189" PL and The valve connection at the The blow off assembly at Eas.ement No. 33-south end of Tract A the north end of Tract A 23-5-Wl029 (Tract Al • Exh Ibit "8" SOOS CREEK WATER & SEWER DISTRICT WATER LATECOMER'S NO. 146 JESSIE GLEN Base MapE-4 KING COUNTY PARCEL NO. 619840-9125 LOT 6, BLOCK 1, NORTHWESTERN GARDEN TRACTS DIVISION NO.4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 30 FEET THEREOF. 441.06 Front Feet @ $56.291ft 10% ADMIN. FEE: TOTAL LATECOMER'S CHARGE KING COUNTY PARCel NO. 61984Q.0280 $ 29,239.36 S 292394 $ 32,163.30 LOT 5, BLOCK 2, NORTHWESTERN GARDEN TRACTS DIVISION NO.4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON. 20.62 Front Feet @ $56.291ft 10% ADMIN. FEE: TOTAL LATECOMER'S CHARGE KING COUNTY PARCEL NO. 619840-0300 $ 1,360.23 S 138.02 $ 1,518.25 LOT 6, BLOCK 2, NORTHWESTERN GARDEN TRACTS DIVISION NO.4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON. 628.82 Front Feet @ S66.291ft 10% ADMIN. FEE: TOTAl... L.ATECOMER'S CHARGE KING COUNTY PARCEL NO. 619840-0260 LOT 4, BLOCK 2, NORTHWESTERN GARDEN TRACTS DIVISION NO.4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON. 106 Front F .... t @ $66.291ft 10% ADMIN. FEE: TOTAL LATECOMER'S CHARGE $ 7,027.10 $ 702·71 $ 7,729.81 LATECOMER'S RATE: $66.29 PER FRONT FOOT F!\OOt2'COO14"(J031J.C14f1EXB.000 20090106001238.005 '.' • Filed for Record at the request of: SODS CREEK WATER AND SEWER DISTRICT 14616 SE 192nd St. POBox 58039 Renton, Washington 98058-1039 • Document TitIe(s): SEWER SPECIAL CONNECTION CHARGE #S-317 Reference Number(s) of Documents assigned or released: NJA Additional reference numbers on page _ of document(s) Grantor(s): SODS CREEK WATER AND SEWER DISTRICT Additional names on page _ of document. Grantee(s): SODS CREEK WATER AND SEWER DISTRICT Additional names on page _ of document. Legal Description: Easterly 150 feet of Lots 4 &5. Block 2. Northwestem Garden Tracts Division 4. according to the pat thereof, as recordad in Volume 47 of Plats. Page 74, records of King County, Washington. Additional legal is on page L of document. Assessor's Property Tax Parcel/Account Number(s): 032205 9229 and 9192 20090106001260.001 III •. - ... -e .... ----.- Exhibit "An SOOS CREEK WATER & SEWER DISTRICT Special Connection Charge #317 Contract 4-20045 ULlD#107S BASE MAP E-4 . !eee818eeel!68.002 Any of the following described property that applies for additional sewer service by connection to the sewer mains and appurtenances In Contract No. 4-2004S, ULiO No.1 07$, for Soos Creek Water & Sewer District and as shown on As Built Drawing No. 8-250. The Easterly 150 feet of Lots 4 & 5, Block 2, Northwestern Garden Tracts Division No.4, according to the Plat thereof, as recorded in Volume 47 of Plats, Page 74, records of King County, Washington; TOGETHER WITH Lot 6 and 7, Northwestern Garden Tracts Division No.5, according to the Plat thereof, as recorded in Volume 47 of Plats, Page 90, records of King County, Washlngtion. Less the South 144.36 feet of the West 155.08 feet of said Lot 7. SIDE SEWER STUB CHARGE LUMP SUM SEWER MAIN CHARGE $ 1,569,23 each $11,207.53 per ERU Plell8e Note: Most parcels have been assessed for one residential sewer service in the Final Assesssment Roll for ULID No. 107S, as approved by District, In Resolution No. 2771-S on January 6, 2006. F:lOOI)4IOQOD'I\OO3ISCC317EKA.docx -1011712008 • Filed for Record at the request of: SOOS CREEK WATER AND SEWER DISTRICT 14616 SE 192nd St. POBox 58039 Renton, Washington 98058-1039 Document Title(s): SEWER SPECIAL CONNECTION CHARGE #8-317 Reference Number(s) of Documents assigned or released: Nt A Additional reference numbers on page _ of document( s) Grantor(s): SOOS CREEK WATER AND SEWER DISTRICT Additional names on page _ of document. Grantee(s): SOOS CREEK WATER AND SEWER DISTRICT Additional names on page _ of document 20090618000118.001 Legal Description: Easterly 150 feet of Lots 4 & 5, Block 2, Northwestern Garden Tracts Division 4, according to the pat thereof, as recorded in Volume 47 of Plats, Page 44, records of King county, Washington. Additional legal is on page ..L of docwnent. Assessor's Property Tax Parcel/Account Nwnber(s): 6198400260,0280 and 619900 0120, 0125, 0126,0127,0141,0142 and 0143 .... " I. • • Exhibit "A" SOOS CREEK WATER & SEWER DISTRICT Special Connection Charge #317 Contract 4-20048 UUD#107S BASE MAP E-4 . 20090618000118.002 Any of the following described property that applies for additional sewer service by connection 10 the sewer mains and appurtenances in COntract No. 4-20045, ULID No. 1075, lor Soos Creek Water & Sewer District and as shown on As Built Drawing No. 8-250. The Easterly 150 feet of Lots 4 & 5, Block 2, Northwestern Garden Tracts Division No.4, according to the PIal thereof, as recorded in Volume 47 of Plats, Page 74, records of King County, Washington; TOGETHER WITH Lol6 and 7, Northwestern Garden Tracts Division No.5, according to the Plat thereof, as recorded In Volume 4701 Plats, Page 90, records of King County, Washingtion. Less the South 144.36 feel 01 the West 155.08 feet of said Lo17. SIDE SEWER STUB CHARGE LUMP SUM SEWER MAIN CHARGE $ 1,569.23 each $11,207.53 per ERU Please Note: Most parcels have been assessed for one residential sewer service in the Final Assesssment Roll for ULiD No. 107S, as approved by District, in Resolution No. 277.1·5 on January 6,2006. F:\0004I00004\OO3\SCC317ExA.docx· 1011712000 • • EFolder Print Summary ************************************************************************************ BloedelB Page 1 August 16, 2013 10:29:44 am ************************************************************************************ Order Folder Document Selected Pages 1369795-ADDL KC:2005 20050513001971 All KC:200520051012002418 All • 200fj1212000089.oo1 Return to: W ASJIINGTON l'EIlERAL SA VlN~ J'edenl Way OIftet 1206 S 3lItIl Fed .... Way WA MOO3 Attn: Aneuor'. Parcd. Of Ac:count Number: 6J.914O.OZ8O-02 GARDEN nu.CI'S. DIY. NO,:4. VOL. 4'. PC. , .. Pulllcgal descrIp1lon 011_ 2. 011'20,1 ,",1M _________ {SJ*eAbo¥e'l'bll u.e I'oc'lkooralniDItaJ ________ _ DEED OF TR~S. 1_ FILED BY PNWT DEFlNITKlNS ~ 1" G015J&, 2- Worda tuOd itt multiple IICCtioIlIJ of 1hiB docmomt lit &ad 0Iba' wm1k ~ dcfiaed ha Sectiona 3, II, 13, lao 20 aDd 21. Certain tuleIftIIl'diDI the '*IC! of words UKd in IhI.docwnI:nt IR 1180 provided. In Secdon 16. (A) II • Polenlly Cl>arIaOd SavIDp IDII LoaD Ih>iII:d _ of AmerIca. Le!KIor',.....uma (F) 'ProporIy' IIICIIIO tbal io _:'::-bel::OW~,' ~~~~~ ~:;:;-;;;-;;;;.;;;;;;:~~ Propeny'. . (G) "LoaD' ..... <be del< ..-by ... _ pI .. -. ..,. __ -... ud Ide -... due under tho Note, and all ..... due _ tbIa Scauity -. phllintereot. (11) 'Riden" ...... '" Rkkn to tIIla Scauity '"-Cbat ... ~ by Bomnm. TbofulIowloa rudm or< 10 be"""'" by Borrower 1_ ...... JIlPlb!>IeI: o ""l_I. Role 'hI" 0 C<md<mDDium Rkloo 0 _ ...... RIder o BIll ... Ri4cr ,0 _ Unit Dev~, ..,...., RkIoo 0, 00..(.) lopociryl __ _ o l:4FlII1i1yRi4cr. lllI_toU~l)eoj.(1'nIII . . '" .. "'_"". ' , -""'~"(--'.";>.->'-:'~:J':"-;'_~"_/':' ~ ',' ro rr'ppJlable ~ "Iile8III ,Ill COIltrOUt., ~ teckai ... ad loctl 1ItIIUleI. ~. _ aruI_""'''''_ (Ihat_ ... _.flaw) _well u '" opp1lcoblc fiaal, ... ..."..Iabl. judlcial opIniooI. (J) "CommImilJ ,","","'en nuc., rta, au4 ~". DIIlDS Ill .... foce,. __ " .. 0Iber c:Ilarps 1haI are impoIed on Bonower or the· Propcny by a (ODt)gcnfnfvm ~, boJi ...... wnen III8OClation or dmiIar cqll1iJ.lljoa. (K) "ElectroDk: ..... TruIIer-rocar. .my' 1iIIIater of Amell. 01ber than • tnmudkJa orlgizuied by obco:t, dnft, or MIllar __ , 'wblcll Ii _ =,~~. _, WASHINGTON. SIngIII FamIy. FtMIa MIiIIfnIddIII Mac UNFORM INSTRUMENT P. ".,lqfll) l067A twA) 10110103 Public Record .gi,a. '="SIQ" 'u" ....... e IIIIIL" """ .. '1 I I Set Wet M:JO-r rTQzlf19 'OOIJlH il/!OS'gUS'6g rmpan hI JQ Z gOg.t pJOOOl! "IGIld 680MOZTzn;ooz COOl;1\!'W gRIM£! 'SPJa telepboDic iDstmmmd" ~. 01' mtp!tic IIpe so IS to Older, imtrucI, or _thoritt a filIaneiAI iIlsIlMioD. 10 cIebll or em:ll.1 aD. XCOUDI. SUch Itnn iDcludcI. but: iI; IIDt Iim1&cd ao. point-of-salc lIIDSfas, automared teller machiDe b'IDIlICliool, tIIDSfm IDltia1ed. by telephone, wire trDUfen. md ......... dariqIIouao- eL) Itltac:row ltemll meaDS thole items IbM m: described in ScaioD 3. (M) toMlReUaeoor PfoeeedIII mcIDI any ~. 1I!ttlemeftl, IIWItd of damqa. or proceed. paid by my dlinl party (odoor IhIII _ proc«da paid ..-the """"'" described .. _ 5) for: (i) damlae to, or cIestruc!ioII. of, !he Property; (Ii) condmur:foll or 0Iber tIIdD&: of aU or my part of the Property: (iii) COIlVC)'DCC in lieu of condemDItioD; or (iv) fDiSlCplaCDlalioas of, or omissioos .10, the -. _or COIIdiDon of ... Property. (N) "Mortpae ~ IDINDIIDIIJrm:e proIeI:tina Leader agaiaa tho IIOJl payment of. or defmll 00. theLo1!L (0) IlPeriodic Payme:at" mcI!II lhc regularly scheduled arootUIl due for (i) prioc:ipal and interest under tile Noce, pillS (ii) 10)' ImOUllU llllde:r Sectioa 3 of this SecurIty lnsuumeat. (P) "lIESPA" ....... the Real ...... ___ Aa (12 U.S.c. flOOl " ..... ) ... 11$ impl""""",, "'ioc. ReJuItlion X (24 C.F.R ...... 3lO1l) ... they ....... be _ flom lime 10 1.Ime, or ury addiUoDli or IUCCCIIOI' tqiQ:kNl or .Ilicrn that &on:mJ the $IJPC IUbjeet maner. At used 1n dlb .$eeurlty lDstnunmt. RESPA .nfen to aU requiremCDtS uxI. rt:sttk:tioos that are impo!I!d In rqId to a "federally relIted IDDrt .... Iou-even if die LoIn doa DOl qv.aHfy IS • -federally related morIJIIe 10m-uada' IlESPA. (Q) t~ 1D IDterS of BorrowerR mew. any party tI!It hat 1aU:D title to the PMpeny, whedIcr or lIot: IbIt. party has assumed Borrower's obliplions UDder the Hole and/or tlIis Scaxrity IDstnJlnalt. TRANSFER OF RIGHTS IN TII£ PROPERTY 1bis Security loswmeat teaua to Leader. (0 the rcpaymc:at or the LoaD. aDd aU reaewab. eJtttosiocs ... __ of .... -, om! Qij .... 1'''''''''_ of Do......,·' """""'" .............. """" Ibis Steurity 1Dsttumcat IIId the Note. :For thb purpose. Borrower irmrocably grsnl1 aM coo.Ye)'S 10 1'n!sIcc. i.D tnIIt, wi1b. power of _. Ihe foUowing cIrscribed. pmpert)' kx:aIcd ill KING CoonIy. W ... ma ... · LOT 5, BLOCK 1, NOJtTtl\\'ISTERN GARDEN TRACTS, DIVISION NUMBER", ACCORDl)OC TO THE PLA.TTHEREOF RECORDED L~ VOLUME~7 OF PUTS, PAGE 74, IN KING COUNTY W""""''CTON. , ..... cuneady ........ address of -"l!003,...!J!lOT!I ........... A.,VI:""-'S .. E~_--;;;=:;-______ _ [St=IJ REm"O." • WublnglOll!l805ll ("Property Addmo") [Clly] [Zip Code] TOGETHER. WITH all the imptovemems DOW or I!ereafttr meted on lhe fIOpefty, and aU easemew. appurtelllDCC$, IDd fixnut.:s POW or .maaer • put of Ihe property. All replacements aDd additions slWl abo be COYtred 'by this Seturity 1MtrumaIt. All of the foretDin&: is refemd to ill thi5 So:uriIy --. " .... "PIopeny." BORROWER COVENANTS thIt Borrower is lawfully teized of the awe beteby COIl'ieycd aDd bu the riJ:ht to grIDt IIId coovey chc Propc:rty and thai: the: Property is 'lIDtIJC1IDIbem, ~cr:pI: for encumbrmca of record. BoIJOWU' 'WI.fI'NltIaG will dcf'end amerally the: dtle to the Property q:1iD&t an daimJ aDd. demaDds, w'bjeellO Ill)' encumbraocc:s orm:ord. nits SECURITY INSTRUMENT combines unifonn t:Om:Wlts for national ute and noa-uniform COVCIIIDtI with limited varialiOtlS by juriadic:tion 10 c:ollltitUle. uniform secwity iIIstNmem coveriDg .... pIOpetI)'. WASHINGTON -_II Fa"..., -~ MaeJFredd'. Me<: UNIFOfIM INSTRUMENI ~2qfm i:OC)'8IIOOOOI:1I:1lIOOl: • • • • 2OOIi1212000089.003 011 201 30151" UNIFORM COVENANTS. Bo~ md LcndCI' oovmaat and. agree. foIlow_: I. Plymad otPrlDdplll, ___ fI_ ..... CbIqoo, IIId 1Mo0laqel. Borrowllll' ahall pay when due the priQdpII of. and iute:nst DD, Iho debt IMdI!mI!d by the ~ od l1li.)' __ <b.,.a IOd Il1o <b.,.a due """" the _. Bonowcr _ ..., pay _tor IlIcrow 1_ """""" 10 Sealoo 3 .......... due wxler the NOC. ODd tblt Security lI!IIrunIeollball be IIIIde In U.S. currency. However I if Illy c:heI:k or otbe:r iDstrwncm 'I'Uldved by UDckr • paylDI!rIl UDder Ibe Note or . thi& Sc:curlty IDItnmI:nt. is mumed to Lender UDpald. Leader may require IbI1 Ill)' or III IUbsequeat payIIIflIl1J due UIKIer the Note aad tIWI Security Instrumcnr: be made in ODe or more of me l:!llowing f ..... II _ by Leoder. (0) """; (b) _ oolet; «) certified _. _ -. _, check or cubier', check, provided Ill)' mch cbcct q' drawn upon ID iDIlllutioo whole dcpoJita are iDlUJ'Cld by • ftdetaJ. IICDC)'. iuIramemaIily, or ODtity; or (d) Elecaonic Pundt Trmlfer. Pa)'lDCDtl arc: deaoc:d rcmved. by Leader when m:dvcd at Ibc location cSesipatccllu the Note or at such other locadoD as may be detipated by Lmdcr in acamimK:e wkb tbc notice provilionl in ScIctioa 15. Lender may n:tmn any paymctlt or pmiaI paymem I( tbc pI)'lIlCrlt or partial paymeotI arc Insufficimt to briDi the Loan C'Um:Dl. Lender may IOCCpt my pI)'DleDt or partiII payned. iDlufficicnt to bring the Loan CUtrelll, witboot waiver of any risJus hemmder or prejudlce to lIS ri,ghlI to teAIJe such pa)'ll1C'4l or partial pIyIJJCD&II in the fu~ but Lender ilnot oblipfed to apply IIlCh payzm:Dta..r. the time sach paymectll IM~. If each Pc:ricdic: Paymeat iI applied • of itt &ebo:luIed due dUe. then Lender ncod not PlY i:nlereat on UDlpplied fundi, Under may hold IIUCh aoIppIicd fImds umu Borrower makca paymt:nt to briDe the: Loan cummt. If BorroMr doeI DOt do 10 within a R!8IOQIb1e period of lime. l.eIldcr Wli <1...,. oppl, _ fundi or ...... !hem to _. If ... oppIJed earll«. _ -. will be opplied 10 the ............ prlocipal ......., wxler the Noc< _y prim' 10 _ ..... No offset or claim wb3c:b Borrower miJh1 have DOW or lD the future aaaiDIt I...eMer &hall re:Ueve BorrQwer from rnaJti1Ii pa)'mcau due W'ldcr the Note IIld tbiI Sccarity InItnDDeDt or perf<mniaa !he ~ aDd !'8-" ....... by tblt Security r-umem. 1. ApplIoadao ot..,...... ... _. !ruept u .....,..,. _ In tblt _' ... ".,.,.... """Pf<d ........ lied by l.endeo _ be opplicd in !be foil ...... .-ot pdorily: (.) ........ due under dle No .. ; (b) prlocipal due _die NOI<; «) ......... due .-Scalon 3. Sueb _ ahall be applied to each Paiodic Payment iD the: Older in whic:b it became due. Mry ImlIiDiDg 8DlOIIIltt shall be applied fi11l to !ole <barFs, _ 10 my 0Cber _ due under tblt Seeurlty 1noIrumeot. ODd then to reduoe the principal ba1lnce of the Note. If ~ reed-I paymcm hom Bonowedor a dcIlnquad Pcrlcxlic Plyn:x:m wbicb. iDdwles • su_ ......... poy iIiY!oIe -.. due .... pqmiot"",be lppIicd ",dle ~ _ and the late charge. [f mme -Ibm ODe PcrioCut PqlDliDt· iI OJ ..... Un.; Lmder miJ apply &)' p&JlDaIt. rece:lved from Borrower to the ~ of Ibc FaiocI& PaymeIII8: if. IDC1 to lbt ~ WI. CICb payment tall: be pald In full. To the exteIU 1Iw c.y w::ep ~1ItI after die payment 11 applied to the full payme:ot of one or ID)IC Paio4lc PaymI:aII. ncb -e;ux:a InIIY be IIIPUcd 10 Ill, lIIc c:hat&a due. Vol"""" _ otiall be oppIicd nm to lIlY PRPOY""'" diaraeo and _ .. _bed in ... Noc<. Any ~ of _. _ [IIO<OedI. or M __ 10 prlocipal due under, the NCitC' IbaIl DOt exteod or postpoDe the ,-dUe dale, or d&Iqe the 1mCI11Dt, of the Periodic Poynxo~. . 3. _ to. _ 1_. Ilonowet Iboll. pOy to Leader 00 dle cloy Period!< ......... arc due wxItr the Notoi util thO Nou: 11 paid in full~ :11IlIJ.i (the: "Puiida") to provide for p&)'ID:DI; of IJDO\DUI due for: (I) tlXeI 1i1Cl' iaM ,"'HI aDd. .1_ Wbid1 CKI MtaIo priority over 1hia SecurIty IDII:rumcDI: u allen or ~ on:tbe Property; (b) 1eaebolcl ~orJl'OUD4 L'eI1ts on the Property. if lilY; «) praoIwuo tor my and .. _ n:quIml by Leadet under _ $; '"'" (d) Mona ......... premhu'DI. if any, .or' Ill)' a:ums payable by BoI'rowei to Leader In lieu of"the payment of Mortpge lnomoneo promlurna'in ~ _ tbc pooVIoIou of _ 10. 1beoo ........ ,,"ed 'llIerow Items." At oriafnatioD Of at lily time duriDg the lenD Ctfiiilc LOb. l..eDIkt may lequire 1bat CommuI1Jty Anociatlon Duel, Pees aad ""'"'""""'" if any. be eICfOWI!d by Borrowa'. md mch duct, feellDd JllllCllIIlCIltIIhlll be an BscIOw Item. Bonower shall. promplly t.nitb 10 Leader all notieet of IIDOUDtI to be paid under this Se<tioIl. _ Iball PlY lCIlder Iho l'urIdItor Boorow I10ml UDIcu I.tod« waf"" Borio .... ·.-.~·IO-pay !be'_ for..,. or.III·""""".r-. LeodOr ..... wolve _·s ~I!p<IorlIOp., ,.UOii;r-FlJdftifioi'oriit &iM~oi'!i!i~;:iiIi1""'''''''''"" 0D!y be in wriIUI&. In dle ..... of __ • Bonower oboll pay. dirdy. Wtiea ODd __ pa,obIe, !be amomrtI due for III)' Becrow ftcDit for whldt PI)'IIXIIl of Punde: hM bcc:u wliVld by Leader IDIl. If Lender requiret. 1baIl-fuml8b 10 Leader rcee1ptt eYicIaIdDc IUd! paymaaI w11bia IUCh dmI period • ........ moy requlte. Bonower', obUp!iDa 10 mob __ .... 10 provide reooIpIo otiall tor oll pI.IrpoaeI be docmcd to be • ICOVaIIIlI: IIDI1 8plCmI:IIt c:ontmuxI 1n IhiI Samity ID:ItnuD:DI.." • Ihc: phdIe """""", 8t1d _" Is ..... in _ 9. If _ II obIlpted 10 PI)' ___ Yo porauanI. to:a waiver • .xl Borrower hlJa to ~ dJC tIDOUDt dDe for ID. Eecrow Item. l...cDdcr IDly aetdIe irs rigilt> urule<'_ 9 ODd PI)' _ ....... iDol ........,_Ihcot be.obti&Jled j_ 9 to ; . . _1onower"I ..... WASHINGTON· Sh1g\I hmtv· p~ MHJfnddI, MIl: UNlfCftM tNSTAUM!HT . "",,' tI/ l1) "A (WAl Order. 1364,86 00::. KL.2DOS 2WS121lOUU089 Public Jte(ord Fage 3 01 1G ueateU By. SI iOiSOi Ie Fruited. 6}312013 1.0).40 PM PS 1 rc:pt)' 10 Lcoder lIlY aICb ImOUDl. Leftdcr mIJ' mob the Wliver II to aDY or III EIaow Items It any time bJ I ooticc ,iVCB I. ~ with Sectloft 15 1ZM1, 1lpOD sucb I"t\'OCItion,. Barmwer shall. pay to LeDIkr III Funds, uti In sucIIlmOWWI. WI. are tbca requinld. ODder lbil SecdoD 3. Leader IDlY. II lIlY time. collect IIltl bold. Funds 1ft lID amown (I) suftlcicnl to pennil Leoder 10 apply &be Funds II the time lpedftcd. u:odcr kESPA, md (b) not to CKa:cd 11= muimwn a.rnoum • lmdcr em mzuiIe UIIter RBSPA. LcDdtr Ib!lI estimItc the GOUQC of Funds due oa !he basis of eunea.t clata aDd reaoo.abIe atimIttII of espeadiNre$ of &rure Escrow IIemI or olherwlse ill """"""'" wioh AppIkab\e ...... The-FwW .... n be Ileld ill aD bddtulion whote deposits are inIurtd by a federal 1&ftICY. iIlstnInIaUHlJ. or entity (l.nchacliq: Leader, if Lc:adcr is an institution whole dtpoaits are so insuted) or ia lIlY Federaf Home Loan a.t. Leader Iba1l apply the Puada 10 pay !he: Escrow kems DO later" Ihan lite tim! specified under USPA. LcDdcr mill DOl charp Borrower for holdlDs: IJlCl applying !he FUIIds, 1IIDUIIl,. maJ.yzloJ the l!ICIOW 1CCOWIt, or verifyln, the Escrow Items. unIm Lender pays Bonowcr iDterest OD dle Funds II!d Applicable 1..1\\' permit! Under 10 make IUCb • dlIrge. Unless In a.g~t is made iD. writiD.g « Applicable Law requires iDtcral to be paid 011. the PwuIs. I...ender shall QOT: be teqUired 10 pay Bonower ey iDtaat or eamiDp on the FundI. Borrower IIld l.eDder caq IIftC in wriliD&. bowc¥er. !hat iIdereIt IbaII b8 pIicl oa IhI: Funds.. LtDdcr Ihall &lYe 10 Borrower. witbluI cIwgt. mlllllUll """"""" .fllle _ II "'lui"" by RESPA. Ifd&ere is. surptlJl of Iimds held ill escrow, II deftaed uder RESPA. Lender IIbalI account to Bonowerfnr!be ac:ca fimdI in ~with RESPA. If there II allhortagc of PtmdJ held in escrow, II dollnod ....... RESPA. I.-r sIuoIl noIil\" IIonower II ...,w"" by RESPA. oad _ """ pay to Lender 1M JmOUOl necaury ro make up the sbortap: in acc:otdaDee wirb RESPA. bul in 110 moo: than 12 IIKIIIlIllr plI)'D'ICDU. If tbcro iJ • deflciCDC)' of Ft.mds held .ill. acruw, II deftDed wukr RESPA, UuGer sball aodfy Borrower u requirld by RESPA. md Bomrt.'tf sbalI pi)' 10 Lender the ImOUJtt neccssuy to mateup~dcficicucy in iICCOnbDccwids. R£SPA, bill moo morr: thllll1JDOD1bly paymans. Upoa payment iQ Ml of 111liliiii secured. by una: Seewity Imtl'llmCDl, Leodcr sball promptly refImd to Borrower my PWldI held. by LCGder. 4.. ChargM; lJaIs. IIomJwcr IbaII pay aD lUCI. anasmeDU. clwps, fines. aD4 lmpo5itiol1s ann'bula'ble 10 Iht Pmpert)' wblcb aD auaia. priority om-Ibis Security J:nstnunent. Icascbotd payments or gramd MDb OIl the Property, if aay. IIId Community Anocilllion Dues. Fea, IDd Auess:mtn[l, It any. To Ihc exlelll !hat these itemJ: R Escrow lleml, Borrower shall PlY mem in 1be mmaer provided in _3. _ """ PfOII¢y discJw8e "'1 Iko wh~h his priorily ..... IhIs S<ew;ty Insuumen. lWess Bormwer: (al IgftItS ia writiDJ to the pl)'IDtIlI of the obligatioo m:ured by the lil!!fl. in a rnanm:r 1~1e to temer, but only so lon: u Borrower is performin, tuch .,recment: (b) toD1csts the lio:n in good faith by. or defends qallUt coroCCcmeD.t of !be lien ill. Ic,pl proceedingS Wbicb in Lender's opinion openle to pmVI!Id: tlu! tDfortcmcnl or the lilm while thole proceedinp 1ft peodiIll. bu. ooly until such proceoiie,p are coociladed; 01' (c) .ura rrom the holder of the llett III .grcemc:Dt 5Itb:fackJ[y to Lendt:r -ma IIIe lien 10 dill S<ew;ty I •• """"",. If I.-r _ !hat "'1 port of 1h< Property Is subjea to • lim whkh c. attain priority over this Security btnnneal. L=dtt may Jive Borrower a BOla idmlifYiDg Ibe lieu.. Wi1hiu 10 days of the dIlc on whicb that notice ls aivcn. Borrower shall SIIisf)' tile lien or taUcmeormore of the actions set fortb above in ~SeetioD 4. I...aukr mI)' mJliI't: Borrower 10 pay a onc-timc charge for I IW. atIIe tax "erifteatlon IDQ/or tqJOI"IiDJ service used by Leoder in COD.DeC1ion with this Loan. $. Property IDsunnn. Bonowcr shaD keep the impto .. m:nts DOW eWdn, or htrt:after erected on the Property iDsuted ap:IDst 10ss by fire,lw:an1s: b:I.c:lt*d widliD the term -extc:ndc:d CO\'en&c·, and any oIher hI:z:uds iDcludinJ. but IlOt IUnited to, c:udtquakea IIld ftoodJ. for whieh Lender requ.lres mSW1llCe. This lDsurance sh.n be maintained In the IIIJDOIIQIS (includiD, deduaible Im:b) and ror the periods lhat Lcuder requires. WhII Lender requlfCS pwlU8IIt 10 the prececiliIg stDIaIces can change durio, die lem of the Loan. The Uuurance curia plOvklia. the iIISUrIDCC shill be cboxa by Borro'A'er subject to La!dcr"s rigbl !o diMpprowe BorroWer', choice, wb..icll righI !ball DOt be eltU'Cised tameIIOIlIbl,.. l.mIer may require Bormwer 10 pay, hi COII1leICtioo with Ibis I..om. either: (I) a one-time clwp for flood zone delenmnadon. certificMion and tra:kin& services; or (b) • ooe-dme charge for fIoo4 %OM delermiDadOlll lad catiftcIlton IaYices IDd IUbIequem charJCS each time remappiDp or 1imilB" dlmpB 0IX:1Ir _bK:h rtD:)Dd)ly miJhl affect sud:i ddcrmiaatioa or ccrtificatiol1. Bonowtr ,hall "'" he """""''''' 'or 1h< pay",,", of any .... ImpoIed by !he FodmI ~ _""". Agency ill ccmneclioa with the review of 81)' flood zone determinatklJ:a ruultiDg from an objeaion by Bonower. If Borrower falls 10 1'IlIlmaln any oftbe CO\'trtCCS dcIcribcd Ibovc. LDder may obtain iDsurance cownat. at Leackr'I optioo IDd Bonowu'l cxptDIC. Lendc:r is Wlder no obliption to pnrt"hase any pcticuIar l)'pe or amouD1 of c::ovenp. Tberero~. sucb anrenge sbl1l CDYCr Lmkr, bw might or lllighl DOt prQtcCt Botmwn. Borrower's equity la: the Property, 01' d!e CODIeDtJ of the Propc:rty. Igainst any risk, bazard or liability IDd mI&bt provide pater or lesser covcrtp than 'NIl prevlausly in effect. Bonower adnowledga thai the: COIl of the insurmIcc CO'o'UIp 10 obtained mlabt slpilleaml)' execcd Ibe COlI of iasurm:e thM Borrower coukl bave obWned. Ally ImOmIIs di!lbarsc!d h)' Lender under ibis Section S ahaIl become Id4iIioDll debt or Borrower m:umI by this $e(:urky lnsttu:meaI:. These aJ'IlOUDts shill bear iIItaesI al1he Note,. from tile date: of cUsbtlrlemeDllDCI. man be payable. willi such iDleml, UJlOD aotict from.1.cnder to Bonower request:iDJ payment. WASHINGTON· Single FII'IIy· I'onniI ~ .. Mac UNIFORM INSTRUMENT lhtI''' (j 11} toO'SIIOOOOI:II:~90OI: • • 20061212000089.006 D11 201 :JOI61W , All _ potldet "'I"lmI. by ....-"'" _, of .... poIIoioo _1 be< ...... to ....-•• righl '" dIssppJoo. _ pot_. _ iD<kIde a ___ c:1aoJoe. ODd IIhI11 ...., LeMet II DKll'lgIpe tailor IS III additianal108l payee. Le:nOer thall hlYe the rialU to bold die poUdei aDd :renewll cenificalcl. If Lender ItqUirea, Borrower aha1l promptly give 10 l..c:DIkr all mx:iprI of pIid premiums md reutWIl .actiocI:. 1f BonQwcr obtalne In)' tom of InIwuce CI:I'¥UIp. DOt otbcrwiJc "'luired by 1.eM«, lor c1omoge ... or __ .f, tile Propaty ..... policy _ IocbIo a_ mortpge clI:u.se aad. IbaIJ DIJDC l.CDda IS IIlOnpaee mdlor • IDldcI1tkmalloa payee. In the cvem: of bs, Borrower .hall give prompt DOtice to !be ~ carrier and. l..tndcr. Lcode: 101)' mob proof of 100, if DOl mode JIODIDPC1y by _. \1_ Lendcf ODd _ othcrwbo "'" ill wrltiII&. aoy mow-pro<o<da. _ or not duo UIIIIedyiDa """""" -"'luired by Lender, Ihall be applied 10 RItoratian or RPIir of the PIuperty. if Ibo ~ or repair ie economically fcuible II1d Lemer'. JCCUrity I, DOlleacmed. Ourlnj IUdl repair IDC1 reaomion poriocl. Lcode: _ have !he right 10 bold """ _ procoodo _ Lcode: bao hod aD oppooIlmlly .. iDlpecllUCh Property to CDI!IlIC the wort bas been coqNek:d to 1..c:DI:Icr'8 1MiD::tioo., provk\cd tba aucb inspeclloo _1 be 1IIIIIer1at«t _yo Lender 101)' dUbImIo procoodo for tile repoln ODd ...-ill I. &inglc payme:ct or in • .me. of progrca payIDIIDII 1/1 the wort ill CJOqIldld. UnI_ an ~ 1I mod< In wrItIII& or AppIlClble Low roquIlOS ....... 10 be poId 00 .... _ proc«dt. Leodet _ not be requlred to pay Borrower any lIrterat: or earolnp on tueh proceeds. Peel for public aljUIIeD. or olhct third putieo. _ by Bonoweo _ DDt be poid ... of !he _ procoodo ODd Jhall be tile aole obliptkm of Borrower. If the restoration or rqmr ia POt cocm ...... ;"'"y feuiblc or LeDder'. IIeCIIr1ty would be _. tile _ pnx:eod, ohall be oppliod ID !he ..... _ by \Il1o SecurlIy Ill8U'1lIDC:nt, whether or !lOt thea due, with 1110 ~, if my. ptid 1Q Borrower. Sat:h iDIIlrmK:e proceeds _I be oppliod In Ibc order pmvidcd for In Sealon 2. IfBorro __ the Propaty. Lcoder till)' iii •• ..,.u.oe1Dd .d!1. aoy avallable_ claim and RJated 1DIWn. If Bono ... doa not reepond within 30 dayI to • oodcc from l.c:Ddcri iDsurancc eanlcr his offered to lOUIe • c1alm, then Lend« may .,otilte and lOUIe tbe cWm. The perl<>d will bes'n wbeo the """'" h gt .... 1m _ oveDt. or If I..oodor -"" the P!opaIy ...... 22 or oIhcrwiae. Bonoweo bereI>y uo!po 10 Lcoder (0) _', righlI to aoy . proceeds i.a Ill. IZIW)UIIt DOl. to cu::cc:d !he amowtI aapaht under !be Note or til. So::uity lDItmmcnt, ('o) any other of Borrower', riJbta (olhcr thin Che rigb1 10 any Mtuod. of 1J,IlCII'IKId pIaIIIumI b Borrower) Il~ III iI:Jsw'ance policies coveriq !he Property, insor .... IUdl riJbt& 1M I(JlllicIble to covaap: of the-Propcny. Lender 1lIIY IUe the IDIiUIIIll:e procccdI either to repair or restore Ihc Propti1)' or to PlY amowc. uiq\rIId. Ubtar the NOte or IhiI·Securfty IaItrumeDt, wbeIber Or not &ben due. 6. Occupoae,o. IIonowei _I 0CClIpy. _1111 ....... die Propeoty .. _', priDoipoI .......,. wl1bin 60..,. _ the ~ 01 \Il1o Sec:uriIy _ and .... 1_.,_1IIe }Jroperty II Borrower', priI1clpa1 reddeDee tor • IeaIt one year Ifter the date of OllCUpIDCY, uolea Leoder othcrwtae ~ in writin&. wbk:b QJIlIflU BbaIl DO( ba. llIlRUOOably wlthbeI.d. or UD1eA C""""dtina ciItwnItIDca ex1It wbktt are beyODd Borrower', CDDtroI. 7. ~, _ ............... of lite ~YlIDIpocIIou. _ oIIaJI not destroy. ciaIDaBe or impair &he" Propaty. allow 1M Property to dderiorlle or (lOBIIIIit waste on the Property. _ or IlOl 110 ....... b restdlI>i iIIlbc P!opaIy; _ Jhall ....-. <be Propaty ill order ., _ <Ito Property "".. deIoriondiII or cIoaotootoi In VIkIc doe .. ill c:oodiIlotL \1111 .. jl 10 detmnined pursuant to Sectioa ~ Ihat rtpIir or l'CItOIIlIon is DOt ccoDOlDiellly fcaible, 8onowa' ebIIl promptly repair the Property if damIpd 10 avoid fur1hcr dcIcriondoo 01' clamIJc. If iuutance or t:OlldemDatiOD ~ iii paid iD cmmecUotrwitb damIge to, or Ute takiDg of, the PJOperty, 801TO'Wtl" ..... be _'" for _ .. _ tile P!opaIy 001; ifLoodor hu"'-proc«dt!or_ purJKl8CI. Lender 1lIIY diIbune procc:cdI for die-rq1lire and ratoudon in a slnaJe paymmt or in .. IICdcI Or propes. paymeou II Qle wort.' ifI compleU:d. If Ihe Iosuract or coDltemnadon proeeedt In: DOl: IUfficieu.t to repair or fOItote !he Property, Borrower if DOt rdimd of Borrower'. obllJ;lIliI:III. for tbe completion of IUdl repair or retIOtItiOD.. Lender or ib .gmt may maD n!aIIClIlibJe C':IIlrleI: upm and. IDIpectimI of !be Property. If it hal rcasaDablc CQlIe, Le:ndc:r ma)' Wpect Ibe tmerior of the lmpto¥Cl1iICiDUI on die Property. Leader thaD live ~w~ ~ • the time of or priot to IUCb. In inIerior iDIJICction apcciIyiq: INCh l'eUOl1IbJe CIUIC,", __ , " •. ~1;iIiib~~~m~~~lli.~";'r-~. p:oct:Il. BOnows or itay'~ or'eDdt1a'" 'ii'the~" iit BOnower or with Bormwer". knowledge or toDICDt pvc mataiaUy fabc. IIIltloIdbI&:t or' inIccIIrm: ~ or ItIICIDCiJrI 10 LoIldet (or foiled 10 poovide LoIldet ___ III __ die '-. Malorial Rpl'8HlltJticml incI_. but _ DOl J.Imimd to, ~ ~ Bormww" occapIDCY of Ibc Propeoty II~' pzIDcIpaI .... _ . 9 •. Protectlm of ......... _ 1m the "'-r."'"' JIIpOo ~ tbIo s-rl\)' ___ If (0) Bonoweo Ial!a '" paform Ibe eo"""'" ODd ...-........ In \Il1o Scalrity -. (to) _10 aleaa\ poocoodioa IIW _llpJft<:aDdy .-LeoI!er', -... IIlIbe Propaty :::':F:==~:'::::a.~_7={' &r 00.5",11, LQ ~ !iRW, i ....... ;M .... lUG" ""i:: .IR'''' jj hd"NlaU Public Record I 'Sci wd Qt,'/QjT q07lfla 'QiP'"ld 31,'OSK'"!S 'Ag wean hI '0 9 a6ftct PlO»lI :lHQ"d 6S0000ZT7T SOO7 5007'»1 'P' gROAt! 'Jaruo tOlISemuI.ioa or fortCiI:\Irc. for coforcaucul. of • lien wllich ...,. attaiII priority OYer this Socwity lDItrumcat or lO cofon:e lawI or Jeplalioml. or (e) Borrowerbu abaadoDed the Pmpmy. thea Lender may do II1d P&J for wIJatcvcr is RUOaIble w ~c lO protect Leader'. imaat iD the Pmpe:zt)' ad riP" uader IIIh Securi1y IDsIromom, ... """" """"'"'" _or "-81ho Yo]u' oU" l'!oporty .... JfCDriD&. aacJ/or ~ !be Property, l.eDdcr's xtloos can iDcIude. but are IlOI limiIed to: (II) paying .Y IUIIII secu.red by a liaI. which h.-priority over thd Securi.ly ~; (b) appeariq in court;.4 (e) p&yin& rasooable attorDe)'l' fees 10 prol«t Its imeresl iD Ibe Property .IDdIor righta under Ihi& _I)' _. 1ncIud", ill ........ po.Ul •• In • ___ """"" ... Soc:urioJ !he l'!oporty iDcludcs. but is not limited 10, eaICriD11lIe Property to mike repaln. ClWI&C loeb, replace or board up doors MId windows, drain walm from pipes. ~imine boildiD& 01' olber axle YioIaUoM OJ ~ coaditicms. and have IXilitieI turned 00. or off'. A1lbcn!gh Lcodcr .IDIf lake action UDder this SccIion 9. Lender docs DOl Uve 10 do 10 .. is DOl UIIdet uy duty or oblip1ioD to do so. k I. qued IIW La:tder blcan DO lWHlity tor DOt tIlc:iaa: IIl'J or all Klioos Rlhorized UDder lhis Section 9. AIy 8IIIDtullS dbbuncd by Lender IUKkf mil Scalon 9 shall become addbional debt of Borrower sce.ed by this Secwky 1aJuwnmt. 1btse amounta mall bear intaat at I..bI!! Note .. from the dale of di5b1lncm:ul: aullball be payable. wi~ IUCb iatefesl. "poD a.otice f«m LeDder 10 BonoWCI" rcqllCSliDg poymooI. If tiit Secwity lDsuumeDI is OIl a leuebold. Borrower Ihall CCIqIly with 1I11he provisions of !he leaae, If Borrower acq.&ba tee l1tIc to Ihc Property. the leacbold and thr: I'ee thle lhal! not merge unless ~ Il8lee!110 the lDCtIu in writ"". (0. Martpce m.n.cc. If Lender requin:d MQrIp.JC InIwaDI:c a a condition of making the LoIn. Boaowet sI1a1l pay the premiuml: recpred to maioIaiD the Mort .... Jnsurmce ill effect. If, fot aD}' lI!UOI1. dH! Monpge IDsunDce c:overaae required by Lender c:euet 10 be a\l.ai1able from the manpge insuIcr thai pRViausly Pl'OYided IUCb iDIutmct aad Borrower was requiredlO make aepan!ldy de$igaued 1'"1''''01''' _ !he pIftIliums fer M __ • __ PlY Ibo pR:IIli1Ims t<qUIrtd to obWD ~e .. bstaDtiaUy equl'llle:m: 10 the MOItJaIe: laIutamce pmbWy in effect. It a COlt subst.wally equl.vaIeDIIG tbe COR 1.0 Borrower or lilt MOrlglge I:oIurmce 'PrcvioaIly in dfecI:. ftorn an ____ ooIocted by l.eador. Ir oubsWulaIly oqWvoI .. , MonJaae _ oovmgo b DOt 1¥IIable. Bonowcr shall continue to pi)' 10 Lcoder die II1QIDt or the SlCJtll*ly dcslJnaIcd paymems dlill were due wbeo. abe ioImaDct covcraae ceased to be in ctrea, I..codcr will acctpt. use and main lhac paymcntlil a nort-tefIm4IbIe lOIS nave in Uw or Molf&t&C 1nIuraI:e. SUch lou resene shal1 be non-Etfd.Ddable. norwitbltaDdiq the bet IbII. !be Loa is ullimately paid ill full, and UDder shall not be required 10 pay Borrower In)' bIteres!: or eJnllnp OD such a loss:reserve, Leader em M km,er require lou tcSerYe paymeIIlS if Mort,. Iowux:c COYeIagC (io !he II1IlOWII IOd for te period that Lender rtquiRs) proridcd by an ioaurer sc:Ieeled by l..tnder apin becomes available. is obtained. and lender requires sepantdy designated pa)'JllCDU toWard lbc. premiums rot Mon,aae lI1Dtuce. Ir I.eDdcr rcquiRd MOI1pee lasuraDce II I CODdklon of mak1n& !he Loan a Borrower was requimI (0 mate sqtaftIdy desI ...... ..,..".... towanllbo _ ....... Mort", .. _. _ sIWl P'Y !he p_ requited 10 mainlaln Mortpgc Insunnce iJ1 cft'cct, or 10 pmvidc a IIOO-IeC\mdablc lou reserve, until l...tndcr', requiremen1 for Mortaaae Insuranee ends in accordmce with lID)' wrinen .. ~ment berween .Bo1'l'OWet and Lender providing for IIlCb tcrmimtlon or until temlination il required by Applicable Law. NoOW!.g iD ibiS Secaion 10 atreas Btxrower"s obl1JM:1on to JI'I)' interest It me !'lie ptO\'ided ta lhe Note, Mol'llage tnswuoe reimbutsa J.eruIer (or IDY entlty that purcbues the Note) ror unaiA losses II may intar if BomJ\lla" docs IlDt rq:Jay the Loan u 1In:c:d. Bonowcr is not a party to the Mortgage -. Mortgaae iDIuJm CYIlUIIe ~oir total risk on all SIJCb hlswmce ill ron:e fium. time 10 lime, and may erlle: iMo .grcememl with 01lB parties IlW Ilwe: or modi~ Ihe:ir risk. or mill" losses. 1bcIe: agrmnmlS Itt on termS _ "*"tions Ihat are satisfac:tory 10 the mortgaae ibsurer and the other party (or paniC$) 10 Ihae 1JRUDCDb. '['hac apccmr:Db a.y reqWrc the IIlOItpp inIurc£ to make 'P&)~lS _ any ....... r _ that tho _ """'" ... haYo mIlable (_ ... blcIude funds obtaiJIcd. l'rom MOdpac lonrmoe 'Premiums), As I I'I!!IU1t of these aamemeau. Leader, Ill)' purdl.aser or 1he NOIe. IDOdler insuter, my reiuum'. any olber cotity. or any dl'ilie of lIlY of !.he foregoing, may m:eive (dinrtly or iD~y) IIDOUD1S mil derive from (or mlJbl be charadaizrcd as) a portion of Borrowet', pl.ymeGIJ tOt Mol1pge WIlI3DCe. in cxc:IWtge rot sbarlns or modifyiD, the montage i:Jlswa". risk. or Ttduc:ing lassea. Jf IIICh lJreemeM providM lhat an affiliml or Lender lata a dwe of the iasuter's risk in exchange for a slwc or tbe pre:rrdums paid to !be tnsurer, tile arranaemem is otten lermed "CIJllivc rrlDsunncc. ~ FWIber, (8) Anr IUdt agreemmts will DOt aItect the IIDOUDts that Borrower bas qrttd to pa.)' for MortJa&t 1DIuruc:e, or lUI.)' other terDII of the LoaD. Such 'lP'ctmeI!.lt wW. not IDtrtUt the amollDt BotTower vi1I ow. for MMtpp lDIuru.~. and they wiD not .tItIe Borrower to aD)' refund. (bIAny IUCb a,:reemeDts wlU DOt lIfect the rights Borrowtr hu • if my • with rtSpect to the MorIpge lmuruce WIder the IIarmmmmI Protec:tloll Ad 0' 1991 or any ather law_ These riPlS ma,y lDdude the ripI to ran certain tIsd_. to reqoat .red ~ c:aDCdlation of the Morteaee IDaurIJlce. 10 ave tbe MortpJe lDsuraoce termlDattd automatlallJ. udlOl'to nceve a retImd. of aD1 McIrt:Nt IDaunI:u:. pnmiuml that wen lIDMI1Ied a the tlmt 0' sudI cu.eeUatfou. or ......... tfoa. WASI-INGTON· Sing" hmiIy. Ferne MItIIIfndth MK lMFOAM INSTRUMENT ,,.,, 015 r( 11J 900'880000/: ~~ ~!IOOI: • • • • 20061212OOClOUl1.007 011101 309116-6 11. Aodgommt., ___ , rOlfdlure. All MltceIl ...... _ are bel<by .. Ignod to Imd slWl be paid 10 l.eoder. If the Property ill damI8ed. such MiIceIlmeCIUI Proeeeds IhalJ. be applied to mtoratioa or rqJalr of the Property, if lII.e mtonIiOD or repair II CCOIlOIQk:aUy ftMible-1DeI Leod.er', aeaaity iI DOt 1cMDcd. During """ repair Imd _on period. L,nd" IhIlI have 11>0 rigbI 10 boI4 """ Mi".U __ " _ UDliI Leoder bas bad ID oppommIty ttl lmp<a _ Pn>peny .. """'" 111< work bas beoo complClod 10 Leador',_Ixlioo. proYided tIW ouch lmp<aloa Wli be .......... ~. Leoder IDly PlY for 1hc rcpairliDld. f'CItOrItion i:a llIiD&Je diIbunemDnt or iD • terieI of proataI paJmCGta. the work II complcted.. Ualeu 111 qrecmenI it tDIdc in wriI:iIJ.g or Appliclblc Law rcqWrts inIeftIt: 10 be paid 0.0. lid Misce1ImeouI Proceeds. l.cDder IIhalI not be requirM to pay Bonower Ill)' iDUftlt or CItllings on IUCh MiIcelIanc:oua ~. It me !'eItOnltlon 01' repair iii GOt CIOODCIIIDcally teulbte or Leoder'. sccurit)' would be!eueoed, the Mitcd.lanc:oDs Proceeck ahaIl. be -wJied 10 die IIDDI tcCURd by this Security InRrumcoI:, whctbcr or DOt IhetI due, with the exceII, if my. paid to Bon'cn1r«, SUdl Milcollmooois _ dlallbe applied 111 !he onlcr pIOYidcd for 111 -.. 2. In tIlr: eveua of I IOtaJ tatiD&. ~ or loss in vllue of the Property. the },fW'M1Q11 Proceeds shall be applied to !he IIUlD8 .ecurod by tbil Security JUrunw:m. wbecher or llOt Ibm due, with the excea, if any. pci4 10 Borrower. In the cvc:nt of a pm1aI taking. cIc:Itrucdon, or 1011 hi value of tbC Property iD which Ihe fair market. valuc of the Property Immediately be~ the pmi.II tatiDg. dcstmction, or loaIlD vllue is equal to or pater than the IIDOI.W of the 8WlII aec:ured. by til" Security lnItrumeI:K bmIeclillQly bofon tM partial W::1ag, desmIcIlon. or lois ia vllue. unIeN Borrower aDd Leader 01IlcrwlIe aaree in 'M'id1l8. me IUDlI lecured by !his Security 10IlrW'0ent IhII1 be rcducal by the IIIIOOIll of !he MbcetlalJeous Proctcd:I ."..tiplicd by Ihe foIlowIo& _ .. , (I) 11>0 I0<Il """1IIil .1 !he I1IiliI __ lady bd ... !he partial takiDg. destructioJl, or lou in nluc divided by (b) tile fIIr matct value of Ibc Property immediately before the putW. t:akln&. destNCtlon. or 1018 ia value. Any bal.x:e WU be paid to Borrow". In the event of a partial tal:ins:. destnIctioD, or loss in '1UUC of the Property I:D wbk:b the Nr mam:t '1a1oe of the Properly immcdiatdy before the partial taIdn&, dcItracdon, Of 1011 in VIluc ill lea tban (be amount of tbe IUI'N IIeand Immediately before the pIrtiIlllkiDg. ~struction, or lOIS in value. unless Borrower 8DCl Lcudcr otberwiIe apee in writio&. tba Mi....!!,"IKM'P Proc:eedIIhIlI be ~Iied to the sums secured b)l tbiJ Security Instrumrat whether or ootlbe ... are then duo.. If the Property is ,baDdOnCd by Borrower, or if, aft« DOtir.e by Lender to Borrower that the OppoolnJ P1ny (a defined 111 Ihe .... _) ._ io ....... award'" ..uk • dalm lor cIomq". iIonowco" _ .10 nspOoid ... l.aIdir wlibio 30 doyo ·after Ihe .. 1110 "'""" u py.a. Lo:o<Io< U _""'" io .. 11ecil ODd apply file ~ __ to __ " IopoIr of ... Pn>peny or 10 lhe aml$ seeured b)r tbla: Security InItnmxm. whdllcir or DOt thea cNo. MOpplIlD,a: PIny" IDCIIII the drlrd party u owes 8orrowa' Mi···n ....... ). Proc:ecda or tile pulJ apiDat whom Bonower baa , ri&bl or lCtkIo In regard to MlnJ!,DC!OIJI Procc:cda. Bono_ dIaII be 111 _t·1f UIY _. or p<OCOOdlq. wIt_ civil Of _. ~ ...... dW. in l..euder', jodpDCDt. cOuld mult in Cod'e1Iure m dlc Pmpr«ty or other material ~ of lcnder"a intaat in die Property or nahll under IhiI Securliy 1aItromcm. Borrower em am: m::h • default Imd. If _ baa _. _ • PmvIdod In Sectloa 19. by ......... act!oo '" ~ 10 be __ ."'''''' t1W. In 1.mdcr.,judpIcDl. ~ _of"'" Property or other materiallmpainD:at of Ladcr'. iatercIt in the Property or righrI under thiI Security InIt:rumetl. The proceed& or IUY ,WIld or claim for dllUlpl that ani IltrlbutabIe to the ~ of Leodcr' • ...... In .... Property an: IlORby IIIioIp<d ODd IhIll be paid 10 I.mdcr. All M11Cd~ Pnxeeda tbat are DOl applied 10 reatondion or ~ or the Property IhIll b8 applied In Ihe order piOVkIoI for 111 _ 2. 12. IIorToww Not 1Id __ By i.ead<r Not • WII ..... BltemlOll of !he tl ... for _ '" .no<lllcllloa of ....-.f tho ..... """'"" by tbIJ SeoIriiy __ pamltd by Leodcc to BolTo'Ner or aay sUa:es:.or iIll:D1e:reat of aono..u IIbalI DOt opera 10 releae the liabWty of Borrower or any Succeaon ill mtmell of Bcmowcr. l..eader IIbaIJ. DDt be mqJlind ID tcmDCDCt ~ qaiDII Ill)" Suoccsaor In Interest of Borrower or to .reAlIe 10 ak!IId time far payment or otborwIac.no<lty _ of ........ _byihll SecurIty '-' by ....... 1 IDY- I11Ide by "'orislnII1kIo!voie<0!.,1DJ S._III~of i!oJmwor.I)By.-. by La>der.1II """'tIna my rigbI", rUtio;dy:.~.WIIhooit ihiIl/dIoii;'l"!"">.~of,,*-ltom_ penoDI, eotidel or Succeaon 'in intaeIt of Borrower or in lmOU!iI'lcII tbIn '!be amiNnt tbeD due. IIIall DOt be a waiver of or pndudlI1he IUIdJe of lilY ript ,or-ft!III8dy. . . 13. JoInt ... -.. IJabiIItr. C_ -. ... """'" -. 'aom>wu ..",.-. ODd _ dIIt Borrowcr·, obIlaatIoot ODd 1lab!J1Iy _ bejoiat ODd _. _.my Boaowcr who co-aipa ddt. SccIIrity IDItramcnI but docs DOt euc:ute the Note (a ·aHlper'"): (I) it .. _ ibia SeoIriiy ImmIiDiIIil 0!iIJ .. __ .... I1>CI COIIYO)' tile ... 11_', _ ill tbe Pn>peny UDder die ...... ., ihII SeoIriiy I""""""", (b) 11 "" ponoaoJ1y obI!pIod to poy tile .... &CCUl'Cd by Ibis SccUrit,-fustnuDaat; md (c) apa: b l.cudc:r ~ :my otbcr Bonowcr CfID' II8fCC lO .-.d. modify._ !>I ..... my _ wllb "Card 10 !he ",",,~. _If J--.. "Ihe NOic_!he~, ......... . WASHINGTON. ~ ~. FenM MIIIFfeddIt MIC UNFORM MTfWMENT BDnowcr'l , .' ~ 1(111, (WAI page J Of 14 tkder. 1364)86 Dot. Kt.2005 20051212000089 Public Record created BY. Si'iOIst1tle Piluted. 6/3720131.0).40 PM PSi SUbjca 10 tho proyisioDi of Sa:tioa 18, tIJ.'1 Suc:tcaor in lDIerat of Bonower wbo aaumes Borrower's oblipd.oos udet this Security bmNmcal ill wrhinc. IDd Is approved bJ Lcndc:r. sball obtain 011 of_ .... riIbl> ""' __ Ihis Security """""""'. __ DOl be"-110m Borrower', oblipdoDS md liability UDder tbit Setwity lastnunalI ulaa Lender qrea 10 tueh teIcuc in wriliD&-The C:OVCUlllU tad Iiteeme!XI of IhiI: Security ~ IbaIl bind (except as pravidl:d in Sec:riQQ lO) IDd beoefit !he ftK:mSOrS IIId aaigns 01 Lender. 14. Loan CJwatI. Lend« may char&e Borrower feel tor services perfomIcd in connection wkb BorlO'A"e'I"a defmll. for the purpose of ptOleCtina Lender's inIcrat in the Property IDd riaJu 1I1Cler thiI Sccuri1y Jnarumem. iDclwHna.lnIt DOt limited 10, .tomeys' feal property inIpa1ion IDd vtluatiOD rees. 10 Mpni to any other fees. me 8bSCIICC of expreu: tulboril)' in this Security IDsIrumeut 10 charge a specific fcc 10 Borrower sball IlOl be COI:IICnIed U I probibll5oa on the dsarJinl of NCb fee. Lmdcr may DOl dlat&e ~ lbII: are exprasly prohibited by tills Security IDstrwncDt or by Ap¢icab!.¢ Law. If th~ l.oac is subjed: to a law wilieh seu maxirnnm. loan charaes. and Ihal law ito: finally i.rdctpmcd so IIW !he iDwesI or odIcr 10m cba:rJes coIlcaed or lei be colkctcd in QHIDCC:licm wilb the ..... exoeed Ib< pamitI .. limits, -= (I) lOy "". Iou -. .... 1 be _ by !lie ....... _ 10 _ Ib< -. to !lie penNtted 1lmIt: "'" (b) "'l' ...,. I1<eady "'I ..... __ .............. pcrmIUed IIml" will be _10 _. t..dor!DaY ,_ to make Ihis .. fw1d by """'"" !be principal owed _!be _.r by -.. • dir<Ct p_ I. _. If. ttfwId rcdllCel priucipal. me rdJWon wiD be u.m as a partial prepaymmI. wiIhout any ptlp8)'lDeDt cbarge (wbetber Of _ a prepaymeDl chirp II provided. tor UDder !he Nob:). Bonower'"s acccpt.ce of Q)' web refuad IDIde by dim:t paymaII 10 Borrower will CODIlimte a waiver or lID)' rl.s,lrt of aC110n Bomra"Cf mighl baYe arisi:q out of.sad!. ovcrchlrae. 15. Notices. All DOIica giml by 8onuwa" or Ltndc:r ill CODDeCli.on with thil$ Security lDsuumem mull be in writiDg. Any DOtice to Bonower in conocaiOD with Ibis Security J.o.swruenl sball be deemed 10 have heeD Jiven to Bonowe:r wbeD IDIiIed by first class IIIIIl or wbea lCNlDy deUveftd 10 Qonower's IIOlice Iddraa if ICId by 0Ihl:r means. Notice 10 lIlY ODe Bonowc:r sbIlI COIIIlitute DOtic:e 10 all Borrowas wtlcss Appllcablc lAw aprc:sa1.y reqtrin::s othtrwilC. The DOtlcc address :shall be Ihe Propaty Address IDIlIII Borrower bas deII.anaccd a :wbsdlUte: no1ice address by notice 10 l.cudcr. BontNow shall promptly DOtify LendIt of Borrower', ~ of tddrm. If LeDder IIpCdfiel a proceduIe for rqIOrtill, Borrower's ~ of addrm., !hen Bonowcr mall only tepOft I cbID&:c of Iddms Iluougb Ib" specified proeedme. There !DaY be ooIy one d<signated "";ce address under Ihis SeeurilY Instrument • aD)' ODe tllne. 1Ul)' DOlice 1D LaxIar shaD. be &iVI!D by ddlverinJ it ar by :mailiDJ it by fint clau mail to Lcader'1 IIldras seated bereiD WIlm Leader Ills 4mg1'laled 8IIOtber address by DOdee 10 BomN.u. Any notice in CONItctioa with this Sa:urity Instrwnml thall Dot be deemed to ha~ been. given to lAnder until actually n:celved by Leoder. If any DOLice ~ by tbis Security InstnuDeDt is also rcquiml Wlder ApplK:abllLaw.!be Applicable Law requiremem will satLsfy the c:onespoodiq: requit=eDt under this kurity Wtiumem. 16. GcmraiDg Law; 8e¥enlJiIHy; Rules of CoutnldioD. TIlls Sccurtty lnstnunem $hall be peraed by fedBraI. law aDd the law of the jurisdiction ill wbicb Iht.: Property is located. AU rights IIl4 abila_ions contaiaed ill thil Sl!c:mil)' InstIwnmt an: subject UI any reqllimnenlJ and limitations of Applieable law. Applicable Law might expllcidy or u.licWy allow the panics 10 agree by c:ontract or it mi,ghl: be liIcut. but such.siknee: IbdlllOt be CI)QItrucd u a prohibttioll q:alnst llrecmeDt by c::ontract. In the eftOI: Ihat any provisioo ar dause of this Security IDsIrurntDt or the Nole lXlClIlicU with Applicable Lav. such CODfUc:l shill DOl aft"ea cdler pIOVb:ioaJ of this Security lnsuwnenI; or Ihe Note whith ean be given dfcca wiIho"llt the cmtIk:liq provIsioD.. As used iII t1rls Securil}' Inslnunent: (a) words of the mMCUime gr:odc:r IhaII mean .aod include cormpoDdiaa; tIeUler worda or words of the fcmhrin~ pdcr; (b) wOlds in Ihc aiIJgulIIr Ihdl mean md LDcJudc lbt pIDnIlDd vice vasa;. and (c) d10 MXd. "may" gives sole 6isa'ellon wtUloulany obUaation 10 tab my actioa. 11. BOI'J"OWtr'. COp)'. Borrower shan be given ODe copy of !he NOI:e aod of this Sm&riIy ............. 18. ~ of the Property or. BIIldldaIIIlleI'eII: hi Borrower. AJ. used in thisSeet!OQ l8, "lateral. ill the: Property .. mtaDI laY IepI or beDefIda1 iA1ereIt in the: Property, iDcJuding. but not limiled co, those beaeficlal inIe1at!I tnmfmoed in a bond for ~. CODtract for deed, iIwallmerJt sales C(lIIlnCl or escrow qramtllt, Ibe lmeal otwbic:b is !he tranSfer or title by Bonowcr •• faturc date to a pwdJaser. If al1 or any part of Ihc Propert)' at Ill)' InereSl tn me Propcny ill sold Dr IIaIl5ftrred (or if Bormwc:r is DOt a DamraI penoA and a beneflcla1 iDteresl in 8onower is sold Of transferred) wilbout I..eDder's prior writteu. COPICDI. UDder may require immediate paymcut ill twl of alllWlll aecured by Ibis Sccurit)' lDsuumeat. However. lhis optloQ abaIl QD( be exen:Jscd by Lender Ir $UCh exerdse is prohibited by AppI ...... Law. If l.ndcr eserciscs tills optioII. Lcodcr IbIiI .&We Bonowcr DOlice of accderalion. The Mticc shall provide a period of DOl: less IbIA 30 days ffom !he date llI.e DOUce: is &iYeD. ill accordau:c with Sec:ti01ll 15 williin which Bonower DIUIl pay all IIIIIIII secured by !his Securl1y 1:Durnm!fu. If Borrower fails 10 pay these.sums prior 10 Ihe expiniton of thb period. I..eGdet JIll}' invoke any mncdics peIlDitted by this Security IIblnmlCQI wlihout ftnthcr ooticc or demand 011. Bormwer. WASHINGTON· SIngle Femlly -Fannie Mulfreddill .... UNIFORM INSTRUMENT U'rItI hIli) 800'68OOOOl:1~1900~ • • • • 200151212000088.008 on 201 3OItIi115-6 U. BorTowtr', Ript to RtmItate After Acoe1entioa. If Bonower aetI certaiD amdltkmI, Borrower !hal1 have lise rl&ht 10 have eafoJcemau of tbia Seau:lty IIIItnlmem c1lIcoDtiQuecl at any time prior to the: c:arlicst of: (a) five days before IIlc of the: Property punuIDt 10 my ~ of ale containr:d in ibi. Security 1DICrumetU; (b) .um o1het period as Appliclbil:. Law might Ip«Hy for the tennlaadoa. of Borrower's riSht to reinstate; or (c) CDU)' of a jud.gmem: eI1focdD, 1hk Security IDItramcuL 'J'hosc "",,",-"" "'" 1Iom>w<r: (a) pays ~ aIlauma _ d1elI wooId be due ...... Iblo Securtty ~t and the Note as if DO .a:dentioa bad. oo:umd: (b) c:um lilly default at lIlY oIher cova:wHI '" """","U; (e) pay. ~I ...,..,.,. in<:um:d in en1'on:i"l"'1a Securtty _. 1nel1IIIiDg. but ... limited 10 -. -...yo' feoa. propeny '-<Ion i1Dd -.. r....ond _ r... iDeiJmd "" the porpooe of pro""",,, Leoda', ...... in .... Propaty ond ri&hII-thb Securtty "',,"''''''''' ond (d) tIkc8 ~ actioa .. Lender may rcuonably mquirc Ie usure 1hIt 1..eDcier', intereIt in the Pmpcrty and n"", '""'" "'" Securtty _. and Borrower'. obilp1ioG 10 pay "" ........... by Iblo Sc=ity _. __ uneIoanged. r...-nay roqulre "'" Bonoworpay _ ..... _ ..... ond """"'" in ... '" ""'" of the follow"" fora ...... _ by Leoda: (I) .... , (b) DIODe)' 0Ider; (c) certified cbeck, bamk theet. trc.IuJw', chcdr. or cubia"a check. provided. &!If IIICb dKIck is dr,wn upon In Iortlwdoa wbotc dc:positJ are: insured by a federal aaeocY. lDBtrumenWily or eatIty; or (d)EI ___ .Upon .. ""'_by_.IbloSealrlty ........... ""'obUptIooJ IClCUm1 heRby IIhalI remain fully cffcctiyC .. if 00 ea::d1!l'ldOll Ud. oocum:d. However, Ihia right 10 reinstate sball DOt apply ill tbe cae of acce1eratioD UDdc:r-Scctiou 18. 20. Sale G1 Note;: Qwap of l.-n Sen>lcer; Notlct 01 Grlnuce. Tbe Nolt or • pardi! intcrca in me Nace (topIhcr with tbi • .5ccurily II:!M.nlment) can be IOId ODe or IJlIlR times wHboul prior notice to Borrower. A aale miglu rceuIt in I c:hInp: In the mttIJ:y (Down. the -1..oMJ. Servicer·) !:hid oollCCls Periodic Paymcnll due andct the Note aDd thU Sc:anitr mstrumcm and pcdorma 0Ibcr IDOftIIIC ioan "rvicing obliptlono ...... .... NoIe. "'" Sot:url<y """""""~ and Applleable Law. Theto .. might be ODe or more cIlaDpI of 1he LoaD Servicer uarc1Itcd 10 • we of the Note. [f thm: ia I dlaagc of the Loan Scrvlcu, Borrower will be .Iven wriuea DOUce of tile dJaD&iC wIlicll will lillie me Dame aD4 addreu or the new tom SetYic:er, !he addras 10 wbk:h paymIDta IhoWd he made md Ill)' other inf'ormItign RBSPA rcquira in COIIDIX:tioo wUb • DOtice of traaIfer or aervIclng. If tbe Note it told aDd tbmaftet the Lou " seMce4 by • Lou _ 0Ihct _ ... .-of ... Nolo. the __ loan eervicina; obligatiODI to Borrower will rmaiD with the loan SetYk:er or k auefand to • ~ Lou Servleer..,. ".not __ by the __ ....... __ proYi<Iod by thc Note pwdwior. .... N""",""""'",,, Leoda may -. Join ... bcjoined to IP)'ju4leialocdonl>o_ an iDdivldua IIdpnt or die. member of a cluI) that aria from !he other parry's ICtiom puI"IUId. 10 Ihia SeeurlIy .......... or "'" ~ ......... _patty .... -lIlY ......... of. '" my duty """" by ...... of. "'" Sc=ity ........... until __ or LeIIdet boo nodtlod the oIh« patty (WIth INCb notice ~ve:n In compliao&::e with the ~imnatb of Section ] 5) of IUCh IIlepd bnIach aDd aftbrdcd the 0I:bcr party Iaemo a rtMoaable period after ~ Jivica of IIICb DOticc to 1Ikc comctive action. If Applicable Law pmvldea .. limo period which _ clIpec bcf'oR =taiD ICtiOD. CID be Ukn. aw time period will be _ io be _Ie fOr pwpClo4I of "'" porocnopb. Tho _ of aooeIeration ond opportunity 10 .... giv .. 10 ......... _ 10. _ 22 I0Il tile _ of _ ""'" 10 Bo ....... _'to _ 181bai1 bedetmed )O.wio/i' .......... I0Il oppommIty 10'" """""'''' _proviPonoof1lrltSeetion20. .: 21. _,.'_. AI _ 10 "'" Section 21: (a)"_ 80_" .......... ~ defined. .. toXic Or UzudouI ~, poIIUIaI:WJ, or WIItoI by BavirDmDDDtaJ Law IDd the foUo""" """"-: .""' ..... _·0Ihct _ .. or 1OXlc. __ pn>dueb. IOXlc pcoIle\dCI and berb~, ~ lOl~tI, 1llIIirial. amtainIrta IIbeIto& .or fon:naJdehyde. ad ndioacttve materials; (b)~EIi~ Law-... fcdcraI1IWIaD4'laMoftbcjvrlldictiOllw~cbe P10peRy iI '-eel "'" rei ..... heal ... IOfety or ... vIroamaIia! ~ (0) "_ CIeaDup" 1_ Ill)' teIpOllIC aclion. raiJedw actkm, or removal 1CIloc, II deIlDcd to EnvimDmmnll Law; ad (d) an -Environmt:mal Condition" meant a coadidoo that can cwse, comrtbate tn, or othenriIe triga' an Bnvlronmenlal Clemap . H_~ ...... ~~il>"{;{;ij~i1I~"'U·~...;;.:: IIb:IlI not do, nor"aIloW ~ ."10 do, ariYthio& td'&diDa the PiqJa'ty (a) 1Mt a in viDlIIloJ:l of my B1Iviro.......w Law. (b) wbIeh ......,. an Envlronmenlal Coadition. '" (OJ wllleh. due to the-. use, or releaae of I HazudouI SUbI1IDce, ctealtI a CODdftion tIw adVcnely &trecu Ihe .. awe of the Propaty. Tho poeeedino ___ no< opply 10 the p..-.. ..... or _<XI"" Propaty nl anall ~ of HI:z:udow SubIcaDoeI ... are pnerally :recopblld to be appropriate 10 DIInIW ... _ ..... ond 10 __ 01 tile Property (m""". but no< limited 10. ___ Io"-P_.).: LIt " 1" 1omIWW'II~" . . ""':;;" " , . WASHINGTON -.-.all flllI'IIIy· FennIe ~ Mac UNIFORM INSTRUMf.NT ""9~m oraer. 13&1,& lRJC. KC.200S 20051212000089 Page 96114 Public Record L057A (WA) aealed BY. sliO&iJJe Ptilitetl. 6/3,2013 1.0/.41 PM PSi ............. , ""'....,. .... J..-...-""" of (a) lIlY _p\Ioo. claim, _. I,wault or 0Ibtr IdkIa by Illy ~ or rquIIlory qenty or pfiYKe part)' iDvOl'l'Ul& dlc Propeny IUd t;Itf Hazardous SUbaIDCC or Eavtromnelltll Law of which Bonower hu .:r1lIII lI:nowIedge, (b) any EDViroDmeJItIl Condition, iDcIudin& baI oot limited to, Illy spWiDa. Jeakia .. disdwge, release or threat of release of any HazIrdous SIIIbstaDce. aDd (c) aD)' coadition CIUItd by the prtSCDCt. use or release of a Ha:zItdouI S"ubIaa.cc which .:Ivcrsdy Iffecu lhe value of the Property. If Borrower ICIftlJ, or is: IIOtified by II!}' &ommneoW or reJUlatm)' tDlhority, or any pttvaIe PII1Y.1hat~)' removal or other remediation of ttJY H.um1ouI S-ZbaMCe lft'eaisI& die Propmy il aeceauy. Bonowcr sbal1 ~ take all """"'l' _ ...... iD .......... with Envi .......... Law. N01hID& ........... , ...... my oblipliolllXl Lender for III BnY1IomnemII Cleanup. NON-UNIFORM COVENANTS. Borrower ;nI Leader tunhet c:ow:D8nI aDd qree u f'tIiloW!: 21. A.callnltioal Remmis. Lmd!r sball gI'Ve notice to Borrower prior to atteleratloll roUniaJ Bol'T'OWS"a bnIcIl of III)' COYeIlMlI or qnemmt 10 thls Security IDstrummt (bill IlOI prior to a«e:1eralitm 1IIIder SIttioD 18 UDletI AJPlcable Law pnMdes: 0IbenriIe). ne DOUce lIIall ..,.ary, (a) te dtr ... ~ (b) the ..... .-.quInd to .... tbe cIef"'~ (0) a _ DOt , ...... 30 do» f .... the dote 1110 noflce b at ... 10 B_. by wblth tbo _ ..... be cured; and (d) 'ba' failare 10 I:UR the del_I em or before till date spedntd ill the aodce may readt In acteleralloD of the IIiWDI ~ by tbIIi Settlrtty bstrummt aDd sale or tbe Property at public auct10D at I date DOt .. tbaa III da" Ia the ruture. The .otice IbalJ rurtber iarona. Borrower of the rl2bt ta reIDstme after lICftIendoo. the rlaht to briaa a court adIon to 8IICrt the QOIl-e:dsteaee of • delanlt or aay aim dd"cose of Borrower to acceIetItlon aDd sale, IIIld any otIt .. II'IdkrS rtqulred to be bu:luded ill the DolIQI by Apptieable Law. (f t1II! ddault is not c:urtd. on or before the dlde sp!cified ill IhI: DOtift., LeAder • I .. ~ may require lmttIedlate pa)'IDI!Ilt fD. full aI. aD IUIDI tmIl'td ~ this Semrity htItrwntDt \I1thoul rurtber demand and may ia.YOke tIM power 01 a.Ie udlor flD"V _ ..-.. p<nDIuaI by AppIlable Law. Leador .... bo ""' .... to ooUect aD __ incurred Ia pumIiq thr mnedltl provided In tbis SectlOD 11, iDdndlnl. bat not limited to, I'IIIIIIODIltle attorae'J'I' r. ud eortI: of title evlli!Dat. If Lmder lavo1ceI Ihc power of sale, l.eIldtr shall 11ft written Dotke to Trustee at tbe OttIII'l"eIlCe of 8Jl emit or dIhuIt IDd of !.ea.der'. elcctloD. 10 cause 1M Property to be sold. Trustee aad Leoder $hall take such actioD reprdiDg IlOlice of Ale ud •• 111 live such IIDtlc. to Borrower uel to otbs' pertOIIIlI AppUcable LaW mar require. After the time nqalnd by AppUcable Law aDd after publbtion of the notke .r ale. TruItet. without demand 011 Borrower, JbaU IdI the Property at public audIon to the hiabttt bidder a1 the time lad place and Uflder tbe CtrIIIS designated 10 the uotiet 01 sale to one or more partds &Del in any order Trustee dltermmes. TrUstee __ ale .. tbo _y tm • porlod '" periods ponaItt<d by AppII<a". La .. by public UftOunremmi at tbe tlme ud place ftxcd in the DOlice of sale. l.eo.dar or its daipee may purchase the Property.81: ur ..... 1'nIstee $bill delhw to Ute punhastr Trustee', deed COIIVeyfDc the Property without lID)" coveDaDl:. warr., exprased. or implied. The recitals ta the TnIstee's deed sbU be prima racie ev:IdtIlCf; ., the truth of the ttltemtDtt IMde: ther8D. Tnsllil ..... appl,. the prottedI of the Slie in the foll.owiDl otdr. (a) to aD ezpeues of tlte ale. IDclucIloL but not limited to, rcuouable Trustee'. ad Ittol'R)'S' r.; (b) to all sums secured by this Security Instrument; and (e) IllY extess to the ptrIOD or pt:r1IODS lepll." eatltled to it or to In clerk 01 the superior court 01' the Cfllmty in ,,·bleb. the ale look place. 23. Reconv.,.aace. Upoa. PI)'ftICIIf: of.U IUIDI KCUrcd by dlls ~n' 1DsaumeIn. Lender shall request TrQs(ee 10 recoovq' tile Property and sball surrender Ibis Security Instnuocnt and an 'lU)lCS C¥idencibs debt secured by t:llis SecurIty IDIlrUmeDt co Tl.'IWet. Truscee sball fU(lG.vey the Property withotlt wamoty to Ibt penoo. or pedOlU teplly CDdtlod. to it. Such pmon or persCIIS shall pay aD)' recordatloo 005U ao4 the Trustee', fee ror prcpuiDg !be fCCODYey~ 24. SulIttltute TnI&tee. lD ICCCIdmce wltb Applicable Law, Lendtt may from. time lO lime ippOiDl a .successor ItUIUe 10 lIlY Truscee appointed bcmmder who bu eeascd to KI. Without f!COO.~ or the Property, Ibc suc:cessor lrustee shall succeed to all Ihe title. power aDd duties _ upoo Trustee bo:rein ID4 by AJIFIkob1e lAw. 2S.U .... _.lbo~yiIDOl_ptIDcipaIIyfor ........ __ . %6. AttorDC)'I' Fees. I..ender ahall lis _tlec! to recover its reascoablc atII:II1Iey$' tees ud. com ill any aaioo or proeeediq to CODSttU1I!: or e:a&!tee my ICmI of lilts Security 1ostnuDrnI. The term "allomeys' feI!s" > whaeYu used iD this kwity lnstrwnem. shall include wilhoutli.mitation anomeys' rea ......... by Leod" iD lIlY booI<rup\<y.,......un. '" 00 'I'P"'. 0lW0 AGIlUllBllTS OR 0lW0 COMlllTllllNTS TO LOAN MONIIY. BXTBRD C1IliIlI7. OR TO PORBIAR PROH EIIPORCING RBPAYMBNT 0.. A llBBT ARB IIIlT IIN1'ORClWILB UlIDIIR lIASlIINGTON LAW. WASHINGTON· SitIOII FIdy· "-1liiie M.lJInKkHe M~ UNIFORM INSTRUMENT (l'qr 10 0/ IJJ o 10'6I10000I: I~ IIIOOl: e e 200111212000089.011 011 201 309611-1 BY SIGNING BELOW. Bono"", ...". ... """ to !lie """" IIIId co __ In Ih~ Security lnstrmnent and in lIlY Rider cxecu1ed by Bonowcr IDd n:cordod. with it. (Spooo 8dow _ u.e for AckDowIedp1cm) ______ _ STAn op WA ) In. COUNTY OF KING ) I certify that I bow or haYe aatiIfaaoJy eri4c:occ that GREG J ZEMANEK AND JOSSIE Q ZEMANEK. (Nmoo(') ofpmoo(.)) ill ... Ihe pmoo(.).~ _ ...... I"oaldpmoo(.) O<bawlBlgod Ibo!~) slgnod ~_"'~lttobo __ )r..o"'~""IorIbc .... ad_ mcoriODed in the iutrumcDt. VA upbeI 6i_15::01 STAn OP 1_.) ofp<f1Oll(.») Ware lb. ponon(.) who __ mo, ..... Id p<f1OIl(.) _Indpd ... (he/oboIIhoy) slgnod thlt lnftnlmml, on 0IIb. IUdId that (heI1hef1hcy) MBIwc:rc BIItborb:JX1 10 CIXtCIlIO the I.nanuneat aod ICkDowledged It 18 tbc (Typeor~,H';~il\tJ; .. of __________ ~==~~~~~~~==~~~~-(Nomooflbcl'ut)' 00 BdWfofWbom!be ___ ~ to be tile rn.. ad """"""" .. of_party for !be ..... Old __ III Ibo ........... , Doted: -:::--:-:::--,----_ (S<:ol or StoqI) (SJpoIuIo) NoIuy Pobll< III IOId lor'" _ 01 ____ _ ...xu., " My -..;,. ... "'P'" ________ _ WASHINGTON· SingII. fltnIty· FWIIe MMIFAddIe Maa UNIFORM INSTRUMENT ~11t(1I} LQI'. (INA) Public Record oruer. 1364,86 Ddt. Kt.200s 20051212000089 Page 11 01 14 oeated BY. ShOIStine PNiited. 6]3,2013 1.01.41 Wi PSi • • 20061212000088.012 fll3lllmlH ADDENDUM TO UNIFORM DEED OF TRUST Dale: Ilf.ca:abet!Slb. ZOO! ...... -., _ to .... fwmlnI pm of tbo Dood of T!oIt ('SecurlI> 1DIInmwoI") of .... _ by ... --. I. OCCUPANCY OF THE 1'1l0PEllTY BY BOIUlOWJ!R. There arc two a1tenl1tiYe ooveDIMI ttItOd below wIlk:h refer to occupancy of 1M Property by the Borrower, and only ODe lI!mli1ive IhaI.l be • pan: of IhiI AddcDdum. Leade:r his dttermbIed wbich altcmBlive Is a ~eaant of me Borrower by c:hecking below the approprlIte box oppOIllC the paragnph -Y ~ tbo JIOI'I'II'h Leodet hu -... to be 'I'PI-to ........... 0Dd_ boo agreed to tbia _ 01_ by """""'" tbia A_ to tbo _I> .........., n_ lO tile ttnDIi of LeOOcr', IoaIl conJDitlDeld. iLl <lcoupoDcr of........,. "".......-_. Unilonn eo.-6 of tbo SecurlI> """"'""" is _ by ~ tbo 10-..,,-: "Borrower Ihall occupy I establiab IDd ute 1be Property u Borrower'. priDdpal raldem:e w:ldlIn .i"!' (60) daY' after tbo =Ii .. of thll Socurity """"""'" .... thall _ to """PY !he Property as Borrowc:r's principal reeidcncc for at leul cme year aftet the dale of ocoopaooy, unloA: leader otherwise qrocs in writing m:l in III lOle diler«lcxt; provkie4, however, ttw if tOe loan cvidmlcod by the Security lDstnuDrart iI. 'CUI\Om' COOItl'UCtloa._ u dcftaed by. Couuuc:don LoaD AgreemcDt between Leader and BolTO'i'li"er, tba1 BoImwa' 8baU bezm to occup)I, 0NbliIb and. U~ the Property BII Borrower'a princlpal rakienoe wi.chin Ii.xty (60) days after receipt of Cerdtkate of 0caI_. or _ official _. from tbo IpJIIIc:obIe "'"""",,101 authority. unI ... Len<Ie!' in III dlJcn:Ii<lo "'"" in wrilln& to w.lve my __ ~. Bono _ _ ledges"" Ualfonn c:o..-. 6 ... _......ted, larequb<d by Leodet in_1tIoo of Leodet exIeIIdin& Bonower on 'Occup""" Nolo _' _ b less Ihon III<: prnlIiliDJ 'Non-Orcalpmcy Note Rae'. If Borrower ,Ihall, ~ 011. !be 1enDI of occupm;y u It81ed above:, LerJdcIr may dea, at ili optlOO -and DOIw1tbIt:mnDa Illy 01ber 1amI of 1be Secarlty 1Dt_ to !he ooattary. "" of !he followiD& _: (0) Leader _ -.. tbo ...... of !he Note .......... 5...., (IS) daY1DOtice. coil !he looo ImmediIIcIy due .... poyable in l1>li. _If Bonowerllliltomatopaymeotin Nil, Leodet ___ on, ......sy_bytbo ScwrII> 1Dttrumool, InI:IudiDa ... on tbo N"", '" Ioncloow'e upon !be Socurity ........ aDd !he Property: Of (b) Leodet _ l<ijllll !he ............... tbo _ (n ..,. IlIOOIbly paymcot occasioned by _ oijurImcnt) to Uoder', 'Noo-O<:cupiDcy Neta _' wbIdl _ • of tbo _ of !he Nolo .... _1 II>IItwoeot .... ..quire fIIrIh<I< COOIidcnlioa for ... coli"" !he loon 1tnm<dWe1y ... n _Ie, InI:IudiDa but IlOllimiled to (0 bavIIIa _ """'" II> IAldcr • F ......... Multil<ate 1-4 FlIIliIy Ri<Ier (Allipmout of ..... ) .... (iI) ......, _ pay my amount of priDc:1pal· 00. 1hc lean-IEOCDuy (if at -all) lei '1lIIh :dIe 10m toaIbnn co whaIeYC!r loata..fO-Value ratio ~0DIl.cDder WCM1Id bave requim1·of. 'Non-OwlJils..Qa:upied. LoaD' on tilt: Property U ofdle date of the N* tad SecIuiIy btruzDeIlt. ft o Il<eupoDq of Property IIJIIomJww W...... Ualfonn Cowoont 6 of !he Socurity lDIttumoo< II ddClCd. 1. ADDmONAL SPI!CIAL COVI!NANTS. A. ~~~;~:r~<~~"jo)1.''''f''~~l~p.i'id'''''' '" loOoodbf Le1aIet 10 _, or my of hi """""'" o[ 1IIlpI. it (l)iIiON ... '",_ writIq eYid<odIIg the fiwre "'-or loIIll(lOOl&llly ...... ml! k 10 _ by drlo Socurity _ '" (2) ib. octv ..... IooIudma .................. _ by Leodet, II modo _ 10 tbIa Socurity IIlltr1DDalt or auy otber documcata executo:1 by BolI'OWCl' evidt:aciD&. ~ or IdItI.ai to die Note odIor Che CoUICer1l. ~ cu:ulcd prior to. ~ with, or IIlbIeqaem: w tbia Socurity Inouwuo:or (lhIo Socurity _ tbo N ....... ___ ; IDoIudina any CODItrUcIiOu loIIl, lIDd )oa or other loaa q:reemeDt. arc bcR:iIIafta: c::ollectil'dy tmm:d. to II !he ...... -. '), lOptbet with ....... "'"""" ". !he ........... io !bel"""" oIhcrwiIe op«:HIcd III !he Loao -.. or ,,1eOd '" in _III. ,-8ortnc", IlIIIWI . . ·_1"51 . L041(W 08I30I03 Public Record CRuel, 1364)86 DOt. Kt.200S 20051212000089 page 12 Of 14 oeaceu BY: SiIOiSOIIe F1'1rnetl. 6}3}20I3 1.07.41 PM PSI I 15.:1 wd Th' /O'T nOzf£19 'pa1'I!kf alloslQ"S '69 QiPean h' 10 fT aBed p.I~'H O!1Q11d 6ROMOZTZTSMZ COO!'TI 'JOn 99'h9£I 'JiiQJO B. L<tuIer'. R1ah1'" _1IId Judldll Foredooure. UDitonn Coveaut 19 aad NoIt-UIliftxm ~ 22 of the Securily Jnstrumeot art: IIDtDdcd by !he addition of lbe foilowiDa~. whicb sILaU modJfy the II!ImS of U.oi!orm Covmam 19.mel No.UrUform CoYmIrtt n la !he eJtIeDC set ronb. immedlaIeIy below: "Borrower ackDowIcd.p dJat Ihe termS aDd conditioDl of Uniform Covcout 19 IIIXI Non-Unifonn CovCDllll 21 ue IDIaIdecI. la avlil Borrower of cenalA ootk:e &ad. relDswemeat rIJ,bts if Lender elects DOIl-j1Idicial foredolNftl uDder Ita pawa' of lIIe ill Ibe eveot of dcfaWt, m:I. thai Borrower Iw ...... 01)' riaht ofmIen>pcImJ _ina Borrower in tile ..... of judicial rom:1onre. ~. llOlWitbIwId1oa lID)' provisiol. of Uniform Covenant 19 al Noo-Ulliform Covcolllt 22 of this Security lDsbWDc:Dl. if Leader. at Its own opdoQ.. elm. 10 ICCdaalc the Sccurit)' hmrmneDl by ooni .. eaa:mml of judicial fondoIurt' fin' III)' defM!It or breIcb. by Borrower. the llorrower shall DOl brie: the riJbt of rtiostatemeru: or entitlement to certain noticts as provided (01' In. Uniform Covcoant 19 md Non-U.uform CoYmlll1l 22.· c. __ All ... ..".... of fAg III Fldl. NOII'UoI!orm c....-13 of the Smully IDIIrumeftt is re'liIed 10 read. as follows: "23. ReI_ or Rec:oDv~ Upon paymcut of all IIIIJa sec:rlfed. by this ~ lnstrtmten1, Lender sbalI request Trustee to ~Ieast: or m:onvcy the Property and sbaU swteadct Ibl. Security IDsttwncnt IIld all POles evidc:dl::iq deb! sca&red by !hit Securily ~Ilt to 'I'rustcc. Trustee shan release or m:oovey the Property witbonl. warranry to Ihc penon or penoDI tepDy eodtled to ii, Slacb pertOD or peaooa: ... l p*y tlI'J recon!ation. emil :md m.soiablc lnISICC'S ICe tor release or -.' D. l\I8JI-.y PIood .......... tor Proport,io SpodIII JIood _ Anou. UDif ... eo-.nu 3 tad. 5 iI'I! mDdifi&!d so u to add the foIlowinilaDpagc wldth dl'ects boIb c:oveoants= "If the Propen)' is now or iIhIIIl ever dwini 1bis lou be d.etermined by tbc Fc:deraI Emergency JdaoJgomcoI Aa<>"1 (FEMA). or lis .......... _. 10 be wI!hln • Spcdal Flood Hamd Area (SFIIA). _ 10 tile """" flood ........" ia __ fw ... P>opcny. Leode< will "'lM. upon IlDCicc to Borrower of such dclerminallao, tbac adequate flood lDsuraDoc be: maiDWlled for Ihe improvements oftbe Propttty at Borrower's ClIipCIltC, mdl..ender shall be COIitled 10 collect, as pan or the Funds ddincd uDder CovenMlt l, IIld to the exteM authoriml by tedenllaw and Rgulalion. "brow Items" (laervcs) for ftood iJI$u.rmce premiWDJ; aDd if Bonower does DOl volWlWily pi)' for the Hood iMUrIDCe as. part or saki funds. Lellder :sbI11 be tmitled 10 obtain ~fon:cd place-flood tnsurance coven:ge for 1k Property improvmutJ and, in :110 clomg, either capitalize the COS!: of IUCb cove. to the principii balaDce of the loin or apply 1hII paymcut III a -nepive reserve~ • .... heleuponBorrower sbII1 be deemDd 10 be in deflllk of Ill1s SeewlIy lDstrnment, E. "CIIsIom" ComIru<IioII IAIIms. If Ih~ SmuIIy IllstrumeIII ICCUIOS ........... Iinancln& 10 CODIIntCI or remodel. residalrill dwellia. OIl. the Property (~'custom' COOIInlClioIlloan-). lbcn [he ConsuuctioD Loaa Apcemeat &. AssipmeDI. of AcoouDI; sipcd by 8onower along with this Security Jnstmmeat aod Addeadum shall be incorpomed. by ref'ereoee in IDd be a p.-t of Uri.s Scc:arity I..asttwnmt, 1DII1Il)' dcfatlt or breach by Borrower of the Cocstructioo In .. Agreement & AIsiplmcDt of Aa::otmt shall constitute a default or breach of lhi$ Securil)' 1Dstrwnent, thereby emWmB Leader Ie III)' and III remedies allowed by the Security lDIttumeDt IIld applleable law for S\lCb defadt or bfeacb. F. EoZ 1'8)' OptioD. If IkIrrower elects tbe E-Z Pay optiOG Milte inception of Ibis loan. lhen LePder Shall IempGrW1 defer tile tWO bt.Indmldollar (S200) paymmt proceaaiDg charge which is olherwise due and. payabte ia full • c1osiua. However, if at ., lime, Borrower's E--Z Pay bank accounl bas iDaufficicnI funds to cover a payment when ~. or if Borrower', E-Z hy t-k ac;ounl is eIOied or oWtwI$e bec:oaa \IIlIYailable 10 Leader for the paymelIt of the loin. or in the event Bonowcr c1ocls, It 110)' IUne, 10 taminatc the &z Pay optioD. then l..c:Dder may teirLmte ad demand !he IWO buDclred dollar ($200) paymeau proassinl charge from Borrower in. which event !hie cbar&C Shall then be dllC aDd. payable iII fitll. I...eoder sblll iDform Bonower o( this cleetioll in wriling and. Lender may, If: Lelldcr'. option, either ItqlIite Borrower to pay the paymem ~ charge wltbiP 10 days of re:elpt of wriuea notice or .sd the amount of the cIwp 10 the remaining priDcipal balaace of lbc loan. If t1UI cbarge is added. to the loan, then it shall become aclditioDal debt of Borrower SCCURd by tliis Secu:rity IDsuumcnt and shall bear interest III the Note rate aDd shall be payable it. ceorduce wilb Ibe terma of tbt Note. (".1.tJ/JJ lO41[WA.j &1.O·680000tll:~iOOZ • • • • 20061212000088.01. G. Huard. Property, or Ji'Iood ~ Without affeedng die IaDgaige collUinld in CovenaDtl3, 5, and. 7 of the Sc:Quity ~ iod parqraph D above, Borrower illdvited u followl: WARNING Unieu Borrower __ Loudm-with evldeoco of 1be _ ........ II "'I1IimI by the _ of trust or 10811 ~. l.cudcr may purohaac iDIrurm:e It Bonowt:r'I apeoIe to pmtCICt Lender's inlen!st. Thi& inmranoe may. but. aced DOl, abo protect borrower', 1Atere8t. If the collatorol _ damoged. the 00_ I.aIder pwdutcr DU\)' DOt po)' 811)' daim Borrower makes '" "'Y oI~m 1liii4o ogaiDaI JIomw#. So"""" DII)' _ amcoI tills _ by.".YI4IDg evidence !hat it hu oblaiDed property covcnp cl~ Borrower is rcspoosible for the (:()If. 01 any iDIlInmce pun:bued by Lender. The COlt of this insurance may be added to the lam balmK:e, If the COlt II eQded 10 me loan ba1aac:c. die intaat rate on 1be UDI1crIyinz 10m will apply to dlb ICJdod 1IOOUDt. The cffi:ttive dIle of covenae may be Ihe date the prior ~ lapIes or the date Borrower tails to provide proof of ~. The ooverap Leader pv.rchuea may be ccmaiderabIy more expensive tJw2; inIu.rtnce Borrower can obtain on its own IDd mIY not SIliaf'y any need tor property c1mup ~ or ..,. JDIIIduory IilbUiIy _ req_ ~ by ..... wlo law. H; Late CharlC!ll and Other Fees. l...e:Im' may. II I..cndcr" optioD. either mqIIin: Borrower 10 pay any tile cJ:uqe for ~ payrrms or NSP/rKllmed Item feet rdQ:d to Ply payment. UDder the: Nolc, or add the IIn)U;ftt. of Illy such chirps or fees to Iba rambliq prlnclpeI baluK:e of the 10lm. If _ cIlargo! """'" ...... oddod 10 tho 1_. !hoD ohey ohaIl booomo oddiliooal debt of Borrower _ by tills &cwity ,""""""" ODd oball bear '-.. tho NOIe ,... ODd ohaIl be pay_bIe iII 8I;.WrdIDoe with !he IermI of tbt Note. L 'wlpmen' 01 the LoaD. If Lender tta:DIfen 111 iDtaat in or a risht to m::dve loa p8)'IDeI1l1 uodct tho N ... _ by ... _ ' ........... tills A_. or 011)' pot of h. l1li)' be cancc:Ucd at the option of Leader 1M without advance notice to Botrowa-. 8DCl1..cDdc:r may IIlIkr; and recotd my instrmnmt,. wlthoot lignatLn of Bonower. which IDlY be oeceaary to give record ootH:eof iOCh .~. '~ri- Public Record OFOet: 1364786 lAk. KG.2ooS 20051212000069 Page 14 or 14 aeaM dV. SiiOISdtJe mmeti. 6f3j2013 1.0/.41 PM PSI " Return to: WASHINGTON FEDERAL SAVINGS Federal Way 2206 S 320th Federal Way. WA 98003 Attn: (Space Abo¥e nil "" Fe' r..:ordinc Datal _______ _ ADDITIONAL ADVANCE AGREEME~ '1Jo TIllS ADDmONAL AnV ANce AGRl!EMIlNT I11Ide "'" ..-on -'09""'/1"'_""'-_____ _ by and between GREG J ZEMAJ..'Ei AND JUWii G ZiMANEXt HUSBAND AND WItE (~8orrowcr"/Gnmtor), ODd Wa<hlngton F-.. Sa ..... , • u .... S __ ("l<odcr"lB<nofictaty/GBnke). RECITALS, F'llED BY PNWT b0951k:,r L A, On or about lZlO6lO5 • Borrower, In c:omaection with LoaD number 3095Js:s I executed m:I deUYeteC1 to Lender a Noto(the "on,iDaI Notc:") In tbcon,inIl principal sum of royllllUNDllED SIXTY S!M!N THOUSAND AND NOIlOOS ( 5467,000 00 ). pIOVidiq for imerat on !he unpaid bIIaDce. B. On or about the ume date, Borrower euaucd and. cidlvered I() Lcndcr, II secorlty for the pa)'lDCDl of lbc 0riPuI Nocc. a Mortaaae or Deed of Trust (1he "Security luarutneDt"). The SmuUy Inat:rwDeot was recorded in the officC: of the County Recmder, CouDty Audi10r or Couaty Clerk of KING Couaty, Statoof WA ,on ""'!2IWO!!!J!''!l'----,-= U Audilor'sIRecotdet'f1 nwnber 20061212000089 _ The Seeurity InstrurDmtooven the follOwing described n!Il property (!he .Pmpetty"). LOT S, BLOCK 2, NOIITIIWESTEIIN GARDEN TRAcrs, llI\'IS[ON NUMBER .. ACCORDING TO THE PLAT TIIEREOF RECORDED IN VOLUME <fI OF PLATS, PAGE ",IN KING COUNTY WASHINGTON. C. Borrower is lDdebted to Lender under the: obligation ev1deDc:cd by the 0riaiDa1 Note, ~io the owner and boltb of Ibe iDdebtedness evidenced by the OrlgiDll Nate. ~'.1aIIIaJ5 ~ ~J tj'4} 1..0171 WI, 2tIOra I !Sri leklzk'{Q'T £Jozlflg '[)i)UUd auQSIObI$ '6& Qiueao S JQ 7 a6ect PJ~'Jnqr1d Rsnoogz fi09D0 7 90 07 "»1 'W 99'tr9fI 'SPll , D. Borrower bas mtUcstcd 8IId oIKainDd lppfOVal fronJ Lcudcr for addltioDll funds (!he • AdditioDll Advaru-) in the BIJIMII of THIRTY THOUSAND EIGHT BtlNDRED AND NOIlIlOS (S30.800.00 ) 8Dd. bas euc:uted and delivered 10 Leader a Noce (1be "AdditiOnal NOle~) of eYeft date, in the oriiinal principal iJDlWlt of tM Addltional Advance. providing for interut on the uopUdbalancell:themaof SIXANDONEOUARTER pcreent(8.250 ~) per mnum,. and DOlling 0J1 9 (1/ 36 . Borrower ackDowIedgcs the Additional Advua u evideDced by the A&litionaI Note is IeCUl'ed by the Seewit)' Instrummt. and ia subject to the terms of all otbcr instruments ddivcmJ 10 1.eoder in cormc:ction with die Ori.tnaI Note: and Security ,-""",,,lDclodiag po<ticubrlY IIIJI Co_ Loan A_ '" t.ruI Loan_. B. ~t U DOted In lhit: Agreement, the obliptioDl evidenced by me AdditiODal Note and the Ortgioal Note ue 10 be repaid in 1bc S8roC proportione and. ate to be subjec:t to !be wne Eermt. provisiODS, ~. mil stipulationl. P. Lender and Borrower have agteCd that the loans evi~ by tbe Original Note and the Additional Note Ihall be 00DI011dat!d IS to both debt. and a&: a flNt prlorlty lien at set fortb bdow. NOW, THEREFORE. as an integral part of tbe loan uanuctlon related to the Additional Note, as a oondition to I..mdE:r making !he AddlUoaal Advance, for '1ahuble ClJlW1der1U1on..md in CODSideratkJQ of the IIlIItUaI. promises, CO'lCDlllta, conditiOlll, aad atipulations set forth in tl!is Additlmtal Adv~ Agreemco.t. the partieI ape 88 foIlOW$, 1. PRINCIPAL LOAN BALANCE. The unpaid pri~ipal balance owing under the OriSinal Note after f1P.11cation af the payme!W of INTERESt eM. Y piUS F.sc:row Items, If any. due on 10101~ . wiD be i4i7,OOO.OO • Both the Original NOie md !be Additional Note are secured by the Sc:c:urlty Instrumeot, 211 modifted by this Agn:cnnt:. The """sJ9.":8Iroo of the OrIginal Note .. <oIculaled abo,. IIIC! the Additianal No .. , will be 2. CONSOLlDA.TION OF OBLIGATIONS. The debu evidenced by the Original Note and the Additional Note and secured by the Security lDatrument ehall be aad they are b:ereby merged and CIJOIOtidated. 10 tile same exu:nt. II if simu1taneQlJsly loaned md advanced to Borrower. 3. DISBURSEMENT OF LOAN PROCEEDS; URN PlUORITY STAniS; NEW CONSOLWATED PA YMENI'. Upon recordation of !his Agreement. the neI proeeed! of the Additional Advance will be daburaed to !he order of Borrower (m;!. each of them. if more than cmc). T'he: debts evidenced by the Drl&:lnal N(U and Ihe Addhiooal Note IhaIl to&edIet be aad rcmaiD • tim lien upon the Property without priority of ODe O'IeI" anotfw, .Il1d shall secure the repayment of !he present sross indebtednesa with lntetesl Od the tmpaid balaDcc, Said rcpaymcnl shall be in accordance witb all the terms and provisionl of the two Notes. subject 10 the terms and conditions of Paragraph 6 of this Additional Ad'l:mee AgeemeI1t_ 4. INCORPORATION OF ADDmONAL NOI'E AND ADDITIONAL ADVANCE AGREEMENT AS PART OF "LOAN DOCVMENTS~, Any righl, remedy, or security whicb 11 beld by or available 10 Lender in cormc:ction with either ll1e 0rlJina1 Note, the Additlonal Note or the SecurIty ill!trumeru, and inetudiDa any right, remedy, or 8ClCurity provided by any Aasignmmt of Raua and Income, or any Construction Lom Agreemeal or Land Loan Agrecmeo1, shall apply to both the Original Note, the Additional NOle and. the Security il1ltIUmcnt, iIMSp!Clive of whether the mIUlllMll creating such right. remedy, or security refm only to one of the inIUumcnlI deserlbed 1n thiJ Agrctmctn, and regardless of whether the inltnlmellt creating I!IUCb ri&lat, remedy, or aecurity W8I!I executtd by leu than all pemms identified as Borrower. s. DEFAULT. Any default in either or the Original Note or Additional Note, UDder my other lrIstrurn.ent SCC1.Irlns the p.1)'tnC1lt of ci!hcr of tho Nota, UIlder an)' inatrument rdating to or uadcr my instrument providing 8fJ.y rlgItt, remedy, or seauit)' in connection with eilher of the Notes Dr the Security InstnlmIInt. man constitute_ default in mf unda" all of the InstrwncDll referred to in this Pamgraph. 6, PllEFERENCE OF TERMS O. ADDITIONAL NOI'E; MATllIIlJ'Y DATE AND WAN IHI'.EllEST RATE. The tcta. of the Additional Note and of all InStrurnmll in any way related to the loan aatOCialcd witb Ihe AddilioDal. Noce. including tbis Additional Advance Agmlment, dlaIl govern and apply to the exteftl of my conflict or iIlOOUJ.stmcy whataoc'Icr which may COli31 between such Instruments aDd the Original N(I(t. Bowewrt any pnp&ymeat clJarae provbloa 8I8Odattd with the 0rlgbaaJ Note, either acrordilll to Us lemaI or as £n8ted "by an .ddeodmo to the 0rlainaI No4e or a modII'KatioQ of I.I:II!l 0rlabW Note, will contiuue to be d'tecdve as to the Original Note. IS ameoded aDd tIM: AddltiouI Note., as ammded. 861 wtII as any other ooks entuted with Lender until the expiratloa of the tm:nI of the prepayment Jaoguage. WIlh<Ml1 limiting the general appllc:adon or Ihe torcgoq. the foIlowiflg shtll apply: (1'I:e 1 Ct/ 4j L0171 WA ZOO'99U009Z80!IOOl • • 2W6Oi26W2266.003 " a. MATURITY DATE.. The Maturity Date tQ fonb in !he Additional Note _ball modify aD1 apply to the OriJimJ Note IDd the Security Instrumeat. The Maturity Date on the eatire loan. illCluding the Original Note (u Imdific:d by this AdcUtional. Ad\laote Agmcmeot) 8Ild the Additiooal Note, is oow IDd """, be 09/11 36 . b. LOAN INTERJtSr RATE. Tho Loan 1nI ..... Rate ... fodh III olIe A_ No,uh,lI .....u/)' aDd apply to the Original Note wi the Security lnRnmalI. The lDm'lntc:rcst Rm: 011 tbe emirc loan, including the Orl,inaI Note (88 modiRcd by 1bis Additional AdYllJCe ApecmtJll) IDd. the AddiriODll. Note. is now and sball be SIX .\ND ONE QUAR.'lER p., •• ,,, (6.150 %) 7. NEW PlUNCIPAL.4.ND IN'I'ERHSI'PAl'MENT. Effectivewilb the payment due OD:.::-c::;;::-;= 12101106 lbe moothIy principal and iatr.reet paymeDI on !be attlrc Joan, including the Origioal Note and the Additi.ODal Note (11& modified by thll Addldoul Ad\IaQoe ~) will be 53.071.00 • 8. SVRVlVAL OF TERMS. &cept !IIlel forth in this Additioul AdvMJCe Alreemmt. all of the tetmI!I. WVet1lDlB. lID({ eondillons of III of tile instnma!. .. refmed to herei.D IbalJ I'aDIi.n iJI fuU force aDd effect. Notwltbmndiog any provilioD hereof which mlJ.bt be: COIlItfUe(I to rbc oontrary. lhiJ Additional Advance Agr=mmt ~all In 00 way affea the valIdilY I priority I or bindina efJ¢t of the Secwity rn.trument, 9. BINDING EFFECT, Thls.Agrcc:meJlt shall imue to Ibe beDetlt of and be biDdina upon the bet ..... pcnonaJ. representativCI. aua:essolll and aesiJIll or Leader and Borrower. BORROWER'S ACKNOWLEDGEMENT OF RECEIPr AND ACCII:PI'ANCE The UDdmign.ed Borrower I and each of !hem. acknowledge lfIOIlipt IIId aooept 1be tenN and conditkma of the abo\le SIlted Additio.naJ. Advance AgttemcDt. (Over for noIIIy _,~) l.(I171 WA Public Record oroot, 13M/Sb lXJC. Kt.20Ob 20060926002256 Page30iS aNted BY. SlitAWhe Ptlritl!d. 6/3/2013 1.0,.42 Pj\ii PS I III STATE OF WASHIIGTON ) ) ... COUNTY OF lUG ) I certify that I know or have salisfactory evidcDce thai: GREG J ZEHANEK. AND JOSSIE G ZEMANEK [N1IIlO(.) of pcnoo(.)] Ware the pe:1&OIl.(.) who appeared before me, and saki. petlOD(l) acknowledged. that (hehbeIthey) signed this inttnlmeDl and dnowIedged it to be t,ltiaIbtrlthcir) &cc and. voluntary act for the wee; and purposea mm1:ioDIId in the iDItrumenI. lltted: 9/22/06 (Seal or StaI:np) ~'\\,\"\r~t""II,*-~'t~W~~"t.. $g·fF ....... ~~~ g i~ .OTAIt}-'i'.Oi =*: ~ .. :1rE ~~" ..... \.~' " .. ~.... • <0; ~,,:~~!~~. § ~*I.Oj:'NA~ ~o$' "1I11U1l1\'\\'I: STATBOF ) ~ Notary Public in and for the State of WASHINGTON residing 11 HE TACOMA VA 28422 MyrommW~.~m. __ ~IO~/~2~4/~O~9 ________ __ ) ... COUNTY OF ) I eMity tlW I know or have aaU!Cactory evidence that [NlIIlO(s) of pcnoo(.)] Is/are lbe penoD(s) who appean:d befon: me., and aid pel'son(s) acknowledged that (heIsbelthey) signed this iDstnImcnt. 00 0REh stated thIt (beJ&he:lthey) wulwerc aulhori1.cd. to excauc: !he instnuncnt and dnowlc:dgcd It u the (Type of Authority, c.g., Officer. Trustee) of ______________ ~~--~~~--~~c_~c_~~----__ --~--~----- (Name of Ihc Party on BchaIf of Whom the Instrw:oent was Executed) to be the free IDd voluntary aet of such party for the: uses and purposes mentioned in the instrument. IJtIt<t __________ _ (Signanue) (Sealor~) Noury PIlbilc. in and fot the State of __________ _ residins: at My eonwnislJion expin:s ________________ _ (htf-4C/4,l OIl2,.'M74'" L0171 WA tOQ'8!ll2OO9UO!IOOZ e e . . • • Addendum to Additional Advance Agreement (l'rtpaymelll Charge) 200609260022118.006 The Original Note and the Additional .Note (hereinafter collectively referred to as the "Notes') are hereby amended and include additional terms and conditions as follows: Prepayment Chal1!e I will pay a prepayment charge of 4.978.00 (1 % of the original principal amount of the loan plus the additional advance amount) if Prepayment is made on this loan prior to 12/12/09 . 'Prepayment' means any future rate renegotiation of this loan, any payoff of the loan or payment of more than 20% of the original prinCipal amount of the loan plus the additional advance amount within any consecutive twelve month period; either by my own funds or a new refinance loan from another lender or funds from another source. Any prepayment charge will be in addition to interest and other charges required by tbe 'Notes'. The prepayment charge will be waived if the loan is paid in full or reduced due to sale of property securing the loan, as evidenced by a copy of the signed Purchase and Sale Agreement and a copy of the estimated HUD·I Settlement Statement from the sale of the property. The obligations and terms of this Addendum are inco!pOrated by reference in the Notes as if fully set forth therein. Except as set forth above, aU terms and conditions shall be as contained in the Notes. LOAAPP 08/19/05 Public Record. orner. 1364}66 DOC. KC.200b 20060926002258 PaQe50ts deated BY', ShdtStitie mtited: 613/Z013 1:0};4] PM PSi 20080221000197.001 • Return to: WASHINGTON FRDEIIAL SAVINGS Feda:al Way omc:e . 2:Z06 S 3lOIh Federal Way WA 98003 III A&SeS80r's Pmcl or Account Number: ..... 61,,_==""' ..... ____________ _ Abbmol.1ed Legal Deoertptlon: Lar 5, BLK Z. NOJ!TBWESJ'E!IN GARDEN TRACTS. DIV. 4. VOL .... 7. PC. 74 PACifIC NORTHWEST TITl£ _______ [_Abo~ru ""' ... '_"'.1 ~7((;;m· c::.- HOME EQUITY LINE OF CREDIT DEED OF TRUST ~ill!!!..1!!!!L __ • -... __ _ "'-..,... lead to the Grantor from gnu: to time, subject to n:payIIICDt .Jd reborrowing, up to I total aroount outstancfing at any poinl in time of: SIXTY FIVE THOUSAND AND N0/100s ($ &000.00) Dollan wbich IndebCCdneu it evidmced by GnDtor'. Home Equil)' tiDe 01 Credit Apammt aDd Dilaloaure Statemmt dated OZIIAI2OO8, (herein "Agrcemmt'). The Ailm:mcnt 11 incotporated bereln by refmooe 15 tbougb fully set fOlib. TO SECURE to Beneficia<y ... '"I")'11I<II1 of the __ .. _ by the A-. toe""'" with all rmewala. modifk:mioof.. or cmmions thm:of, with m1Ctat tIaenon. 1bc pa)'InCOt of otilc:r SIllDS. wUh inlerest ~a. m-anccd to protcct: tilt lWlCUrity of thiI Dc:cd of Trult, md the perfonnanc;e of me covenants and agrr;ements ofGrwor 1u::mn coo.taincd. togc:tbcrwltb imaest 1hem:Jn al such rate at may be ...... "pon. Oran!m .... heRby _ooobl, ...... botpln .... "'" """" 10 the TnI .... in Ttuat. with the power of oaIe. the followiIIg _ p_ ill KING COIIIIly. _ ofWasI!/ngIOo: LOT 5, BLOCK 2, NOIlTHWESTERN GARDEN' TltAC'I'S. DIYISION •• A.CCORDING TO THE PLAT THBREOr IlECOIlDEJ) IN VOLUME 4' OF PLATS, PAGlt 14, IN KING COl.Nl'Y WASHINGTON. wtrlcb. currently bas tM 8IiclmiI or -!l9OOl""'u.1wm ............ "YII""'SE""-__ u;:=;--______ _ [Som] ("Property -.2-, ....... ~, L0362 jWAI 10~ RENfON • wuhtogton ?8!!!!8 (Zip Code] [Clly) Public Record uuer, 13M)86 OOC. KC.20oa 20080221ooo19} PaOe 1 Of 4 oeated BY. ShOIStitie .' , , rlInted. 6}3120I3 1;07.45 PiVi PS i PJD:XrM :lH'Il'd which real property II DOt used principally for asrieu1tun1. of fanning. putpOICS. 1Ogc1hcr with aU tenemmtl, herediu:menli. and appuItCnmCC3 DOW or hereafter tbereumo belon,ing or In any wise appertaiDing. and tbe rr.ata. issues end. profitt tbeta:lf; it beiDg the expreaa intent of GraIlltlt and Benllficl.ary that thie Deed of Tl'USI. aM !he cetMe bcld by Truatcc bereunder &haiL coruirnte in effect DOtWithstandiDg thai from time-IG-time IlQ iodebtedneq of Gtamor to Beneficiary under the Agreement may exist, aM shall survive as security for all new or additional. indebIOOneIs of Gramor to Beneficiary under the ~ from time-to-t1me arising. REVOLVING LINB OF CREDIT. Spee1fk:a11y. 'Witboul limitation. thU Deed of Tr'WIt aeeures a revolving ~ of CftJdit. wbich obILgaIeS l..eDda' to make advmccs to the Grantor 80 long as the Grantor c:onltUea wilb aU tcnns of tbc Cn:dit Agree:ment. Such advaaces may be made, Iql8id. and temlde from time to time. subjecC to the limltatlon that the lOW 0IIlSI3DdinJ balm::e owiq at Illy one time, not includlng tinm::e charga onlUCb baIancc ar. a variable rate or IUID as provided In the Credit Agreement, any temporary o~ otbet c:haraa. and IIIDY amounIl expc:ndcd or advanced 81 provided in thi$ ~aragntph. IbaIl not ~ !be Credit Limit IS provided In \be Credit~. n is the i:ntcntion of the Grantor and' ladet: 'thai: this Deed of 'I'ruit 1eCUreII_ the btilDQC OtJfS!8D'tin& 1.UldGr the Credit Agxc:cmc:d riom. tim; to-tiJDII rrom-.-o Up 10 tbC Credit uriul mel"MY.lntermecu.te balance, 18 pnwided in this Deed ofTruat. . VARIABLE INTEREST RATE. Thl.s agrec:Jl)ent ooruains a Variable Interest Rate, The ln1erest rate on Grantor', indebledDeu under !he AJrCemCnt may vary from tlme-to-time in accordm:e with sbm rate or rma. a& described it!. the Agreement. To protecr the &eaIriIy ofthia Deed of Trult. Grantor convtllllD.ta and agRe$! I. To keep the' property ill iood oondition and repair; to permit DO waste thereof: to complete any building, stnlClUte, or improvement being built or about to be built thereon; to rc&tAJrc promptJy any buildiD&. structute or improvement thereon which may be dmlaged or destroyed: aI. to comply with all law8., ordinaocca:. rcpl.atioDs. covcnanta, coaditiOlU IDd RIItricUans affec::tIng the p1'OpeI1.y. 2. To pay before delinquent all lawfu1 taxes and tUSCSSmI:nts upon the: property; to keep the property free and ckar of aU othe1' charges, lien! or encumbrana:s, impairing the security of cbi~ Deed of T.N6t. 3. To keep all bWldings now or bereafter erected on the property described herein continuously insured againslloSl by lire, hazards included wilhin the term "weftClcd covenge~ and suc:l1 other tw.ards illS BeneflCWy may require in an aggregate amount not less man the total debt secured by this Deed of Trust and all (Ithct prior lieDs. All policies shall be in such companies as the Bcneflciazy may approve and have lou payable to the Beneficiary u ita intclQt may appear aod thm. 10 !he Grantor. The amount collected under any illsurace policy may be applied upon aDy lftdeble:dneu bereby secured in such order as ~ ~rlC:i8l")' shill detenninc. SUch application 1»' the Beoeficiary shall not cause discontinuance of any pm;ecdings to foreclose this Deed (If Trust. In the event of foreclosure, all rigbts. of the Grantor in illSURllCC policies then in force shall pas;I to the purdwer at the foreclosure sale. 4. To defend any action or procccd.lllg purporting to affect the security heRof or the rights or pOweD of BenefICialy or Trustee, and to pay all c:ost8 and expenses. including coat of the tille starch and auomey" fees to the maximum extent allowable by law, in any auth action or proceeding. S. To pay all coslJ. r~ aru:I expellSCC in cormection with thiI Deed. of Trust. iacluding tbe reconveyance fee at closing of me credllllne account IIDd expcn.se8 incurred in cof'oreing the obligations tccured hcR:by iDclodiq. wiIbout limitation TNl!tCc's aDd Bcncfk:iary't attorney', (cca actuilly incurred.. 6. GrantOr shall DOt.without Bmeficiary's prior written consent, ,grant or allow any further encumbrances or liens, volWltary Dr involuntary. against the property. 7. To prwIlllly and fully perform all of the obUp1i.ons of !he mortgagor or grwor or contract pllfdwet UDder any eJtisting JDOrtpge or deed of trust or real ealat.e comraet on the property, and to save Bcacficlary twmIeu from co~ of any failure to do so. 8. Should Grantor fail to pay when due any taxes. assesanenla, insurance premiums, including flood insurance prcmiunu., liens, encwnbrances, or other d1arges against the property Itercinabove described, or otbc:rwiae faU to teep and petfunn. any of Grantor's covcnanta: herein contained, the performance of which requires the cxpendirure of money. then, in any .sucb. event, the Beneficiary, at its election, may pay I1lCh swns Ii may be ll«CII!iBI)' to perfonn $uc.b Dbliptions with respect 10 wb:k:lt the Grantor 11 in 4daUit. witbout pn:jlKUcc to BeDefici.bJ'S rlcht to ao;elc:ra1e lhc. maturity of this Deed of Trusl IIOd. to foreclose the aame, and aD)' and all amounts so paid shaD be rep.id by the Grantor to Ibe Bme6ciary upon demand. with IIItmsI !hc:teotI. at the highest rate then applicable to GriDlOr's indebtedness UDder lbc Agreemeru. or other JD8D doeumem from the date of cucb. paymcnt, and all such paymentll with i.n.Ietest as above provLdtd. ahall, from the date of payment. be addro to and become a pan of the iDd.cbtcdDeas aocured by Ibis Deed of Trust. (hi, 2 "/4J ZOO·LII~DOO~~ • • ~ - 20080221000m.1lO3 D50 6150 34013&-3 IT IS M'lTTUALLY AGREED mAT; 1. In tbe event any portion of the property i. taken or damaged in an eminent domain proceediDg. the entire amount of the award or :racb portion lbem:tf as may be neceuary to f'ulIy sadsfy the obligations 8CCIJnd b.ereby. sball be paid to Beneflciaty to be IIIIPUed to said obliplioos. 2. By accepting payment of any .um ICCUl'ed bmeby after I.tI due du, Bcotficiary does not walve 115 right to requh~ prompt payment when due of all other sume so ICCllRd or 10 declare default for 1aill.lI'C 10 10 :pay. 3. The Trustee ahall reconvey all or Illy pan of the property covered by tblI Deed of Trust to the person enti.tkd tbcmo on wrineo rattIeSt of 1ht Grantor aDd dJc. Beoeficiary. or upon satisfacUon of the obligations sect.a'Cd and written mtUC8l for tcconveyBDCC made by the 8eDefk:iuy or lG penon entir.1Cfi thereto. 4. Upon the occum:t\Ct' of an cmmt of defalJt lIS detinecl below, wtlea otberwilc probibitcd by law, all SUIII.'!I sccu.red bercby shill ~laIeIy bocome due and payable at lbc opIioo of the BcocficiIr)'. In such event and upon written reqoeat of Beneficiary. Tnmc:c thall ItI.l the tfUIl property, in accordance wiIh the Deed of Trull Mt of the State of WashiDgtOl1. It pubUc IIlCtioD 10 the highest bidder. Any person except. Trustee may bid at the Trustee', .de. Tmstee ahlll apply !be proceedJ of the tale 811 follows: (1) to the npemses of sale, tac1uding a reuonable Truatee's fee uu:I attorney'. fee: (2.) 10 Ihc obligations Ic:cured by the Deed of Trust; (3) 1he surplUJ, if MY less tbc clerk's filing fee. shill be depotitc:d togc:thc:r with a cop, of the recorded notice of sale with 1M den: of tbe Superior Court of the county in which the sale COOk place. S. Trustee IhaU tldiver to the pllJ'Cbascr at the sale its dcx:d, without wammty. which IhaII COtIvey 10 the pu~ rbc: intemt in the property which Gnntor had or Iud lbe powu to ~"ey at me time of his exccurion of this Deed of Trust, and IUd!. as he may bave acquired lhm:aftcr. Trustee's deed iIhaU recite the 1';aCts showing that _the sale was canduculd in compliaDce with III !he RqUiIemeatl of law and of 1hii Deed of Trust, wbidl m:ltal &hall be prima facie evldm:e of socb comp1iaDce and conclusive evidence lIlemir"in favor of bona. fide purd1um IDd ~ for valll!:. 6. The power.of sale conferred by thit Deed of Truat aDd by the Dc:cd. of Trust Act of the. State of Wasbicgton is not an c.xchmve remedYi Beueficiuy may CIIlSc this Deed of Trust to be foreclOlCd. u a mongage. 7. I. the ""col of the death. m.ap.;ty or dlsobiIlty or ,..lJoa!ion of TruI1ee, BeoefIcIaty may appoint in writing a SUCCDaIOr tnlJ1ee, and upon the recording of fQCh -wointment in the rDCJl'tIi8e- records of the COUDty in whid:a this Deed of Trust ill m::ordcd, 1hc sua;:easor InlICce eblJl be veatcd with all POWeJ1 of !be original tn1I1cc. The trustee 111 not obligEd to ootify any pu1y hereto Df peadill,g sale under any other Deed of TruIt or of 1lIIY action Of proceodldg in which Grantor, Truatce or BcIIcficiary .hall be a party unlcu ACh action or proocedjDB ill brougbt by IDe 1'n1stee. S. Bacb of to tollowing, at the option of LaxIr:r, &ball oonstitute III eveat of Oef'ault ("Evart of Default~) ~ this Deed. ofTrust~ (a) GnnIor commitI fnud 01' .make:s • .-erial ~ at any time in COnnccdOD wilb. !he cm111 liDe account Thil em Include. for example. a false ItatcDnI: about Grantor', iDCOmc, IIIR¢I, Uabilltics, or u.y other upccu of Grantor'l fiDIDCw condltiorJ. (b) GnnIor 6oc:f DOl meet the rqlaymc:nt tenus of the atdit !iDe 1tlCOUDt. (c:) Grantor'. action. or inIEtIon adVCI5cly aff«ts the collateral for the Cftdit: line aecount or Leader'. ri&hU in die collateral. Tbis can inel.ude, for example, failure to mamtain required insurance, wate or destrucdve Ilse of Ihc dwe1Una. failure to PlY taxes, deadI of an pereona liable OIl lbe ICOOWIl. trIDIfcr of lide or aale of the dwelUng. c:n:ation of 8 !len on the dwdling without our permislion,. foreclosure by the bolder of IIDOIber lieD. Or the use of funds or 1he dwellin,g fur prohIbUe:d pwposes. 9_ 'Ibis Deed of Trull applies to, inures to the balefit of, IIUI it "biAdiDi not only OIl the partiec hemo. but on their beir;, devisees, lqaccs • .:1miniatrators, Q«uton, RlCCeItOR IDCl UIipI. The umn Bc:neficlary IhJ.ll mean the bolder II!d owner of tile Aareem=t or GIber evideoc:e or indcbUdneas IC!COred hereby. wbel:her or GOt named • Beneficiary herein. 10. Thil Deed of TruIt has been deJ.iven:d aDd accepted \:Jy Beoc&iary iII the State of Washqtnn. This Dcc:d of 1tust ,bll be aovemed by and c::oJ1.I1r\Ied In ~ wi1..b the laws 01 the State 01 WUhJn&ton_ lO3/llZ rwA) ICd kid Sh'm'! qozl£lg 'Pffil!!Jd EtlIVSIQ!!S '69 POOeaD t.1QtzaQRd /61000T770QOOZ 8M!']\! ';)Oa OR/WET 'JipJO p,lro:)l1 ~Iqrld BY SIGNING BELOW, Borrower acceptS and agree8 10 the tcmlS and CO'VCDmIB ~ntained in this Security lnIuwncm and in Ill)' Rider Clccuted by Borrower and recorded with it, G~~L _(1~ UM~ ""rJ iGZEMANEK STATE OP WASHINGTON ) )oa. COUNTY OF KING ) I certify that I know or have _.sfaclOl'Y evideD«: that GREG J ZEHANEK AND JOSSIE G ZEMANEK (Name(S.) of pen:on(s)] iBlare the person(s) who appeared before me, and said penon(,) adcnowled&ed that (he/abe/they) signed thil instrumenl and acknowledged it to be (bialberltheir) fn:e and voluntary I!Ct for the uses and purposes mentioned in the instn.ImenI:, D""', 2/15/08 (Se:U.. .. 'I!-~~{JJ ... ",. ~~~,~.t,.. ~f!~ ...... :.?l\ E~'} .... OTAIt~'".°'i s*: ........ :*§ ~.r< STATE OF W .~~.1 ) t.f'IOFWi~~ t.."o{' ) u. COUNTY OF ~'hJh!lll\\\\' ) ~ I (S'."....,) NoWy Pul)lic in and for the State of WASHINGTON residing at NE TACOMA WA 98422 My commission expires ....,;lc;O:.:/2:::4"/,,O~9 _____ _ I certify that I know or b&ve satilfactory evidence thai [Name(.) of 1'.".",)) Wan: the pcraoo(s) who a.ppcared before me, and. said pcrson(s) lCknowkdg.ed Ihat (belshe/they) signed this instntmeot, on oath atated that. (belshe/they) waslwere authorized 10 execute the instrument and acknowledged it as the (Type of Authority, e.g .• Officer, TrusCCt) of----------------~=:~O=D:=c=<~,..~~=O~~====:=~==~c_-(Name of the PIfty 0Il8ehalf of Whom the: Instrument wu fueCllted) to be d1e free and voluntary act of 8l.Ich party for the use& and purposes ID&Il1ioned. in the irutrument. 081«1, -(=SeaI""7"".r--:SUmp::---:-)--(S'."....,) NOIIl)' Public i.rr. and for the SlaIeo M _______ _ ~wmgn ________________________ __ My commission expires _________ _ (Pqf. 4 Of4) Q8Q<1~ 1!)4'~lU L0362 (WAI toO·l8~OOO ~i20800Z • • ----------------------------------------------------------J (