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Robert M. Pride,JJ!~· Mar 23, 2005 Mr. Teri}· Dutro 10711 SE 30th Street Bellevue, WA 98004 Re: Report on Geotechnical Investigation Proposed Residential Development Jones Avenue and NE 20th Street Renton, Washington RMP Project No. 05-194-01 Dear Mr. Dutro, Consulting . ___ ~-------~~~~incer This report presents the results of our gcotcchnical investigation of the property located on the north side of NE 20th Street and just east of ,Jones Avenue Road in Renton. It is understood that 27 single family residences "ill be built on the parcel that is currently occupied by existing residential structures. · The purpose of this report is to prO\ide a description of the site and subsurface conditions, an<l to present gcotcchnical n•commcndations for the design and construction of the proposed residences. USCS mapping for this area of King County and previous experience in the Renton area "·ere used as references for this report. A preliminary site plan for Plat #1 provided by rnur office was used as a reference for our geotechnical study. Site Conditions The near rectangular property is situated ,dthin developed residential propctiics to the west, north and east of this site. Surface ele,·ation, are relatively flat over the property, which is covered ,,ith grass, vines and miscellaneous tr<>es. There is a small creek on the westerly side of the site that is fed by surface water runoff from the south and a 24 inch diameter storm drain pipe leading from the new subdivision to the east. The creek leads to a pond near the northwest corner of the plat. An existing residence is located on the easterly side of the property. Field exploration included the excavation of six test pits to depths ranging from 7 tog feet. All of these test pits encountered an upper organic silt/sand topsoil layer that was about one foot in depth. Below the topsoil \\'ere Lacustrine and Outwash deposits consisting of stiff clayey silts and medium dense sands. Groundwater was found in all of the test pits al depths ranging from 6 to 8 fe~t hclow existing grade. Locations of these test pits are sh0\\.11 on the attached Drav,ing No. 1, and the summary logs for these explorations are included in Appendix A ..... ··-. -- 13203 Holmes Point Drin' XE Kirkland. WA 980:;4 Phone: 42,,-814-'.!970 Fax: 425-814-5672 May 23, 2005 Mr. Terry Dutro Page 2 Geotechnical Recommendations Based on the results of our site investigation and on re,iew of your plan for the proposed residential development, the existing native Lacustrine or Outwash deposits will provide satisfaetory support for the· planned single family structures. Depth to bearing soils across the site wilt be about one foot below existing grade, but could be deeper if building pad elevations are raised. Imported granular fill soils should be used to create elevated building pad areas, and these soils should be compacted to at least 90% of their maximum density. The UJ)per topsoil layer should be removed prior to placing compacted fill. Storm water infiltration through the lacustrine silts on this site will be inhibited by these low permeability soils. Foundations A majority of the foundations will consist ofconti,mous bearing wall footings that v,ill extend onto the stiff silts or medium dense silt/sand layer or on properly compacted granular fill. Depths of these footings should be a minimum of 18 inches below existing grade for frost protection. An allowable soil bearing value of :woo psf mm· be used in the design of these footings. This value may be increased 33% for short durations of loading due to wind or seismic forces. Estimated settlement of these footings 1,~ll be in the range of J/4 to J/2 inch under the anticipated structural loads. Resistance to lateral loading on the structure can be provided by passive earth pressure on the foundation walls. An allowable passi,e pressure of 200 pcf may be used for resisting these forces as long as the footings are backfilled with compacted fill. The potentiul for site liquefaction is considered ,en low. c;on.c:crete Slabs-or1-Gri,<;i!; Interior floor slabs should be underlain b~-compacted granular fill after the one foot topsoil layer has been removed. The topsoils can be used in landscape areas of the site, and the onsite Outwash deposits are considered excellent for structural fill. Import pit- run may be used for the interior floor slab fill. It is recommended that all building pad fill be placed in thin lifts and compacted to a uniformly high density to minimize settlement of the interior floor slab and/or foundations. All granular fill soils should be compacted to at least 90% as determinecl hy ASTM D1557 test method. Exterior slabs on grade should also be underlain by c,omparted granular fill after removal of the topsoils. All concrete slabs should be reinforced to minimize shrinkage cracking, and control joints in these slabs should be at 8 to LO foot centers. -----.--·.··--·--· •••• ••·• .. · ---,c_-.,.,' .·.-c.=.c.c-~ ·.c··--'-"' ~ · _. · .. · ·· · · ,_. ,---_ ,---------_-c.•., .. · .. · . " ... ·-c-c--c,.--'-·-•.... -•.•.. -·· .--•---· ·c,. •. _.-.,_,_., •• _,,,-.• -.••a••• 13203 Holmes Point llriw '.\E Ki1·klaml, WA 98034 Phone: 425-814-3970 - May 23, 2005 Mr. Terry Dutro Page 3 Retaining Walls Retaining walls may be designed for an active pressure of 30 pd for lf'vel backfill. Resistam:e to lateral soil pressures may he prm·ided by a passive earth pressure of 200 pcfwhen the footing is supported by nati,·p soils or properly compacted backfill. Drain gravel and a perforated subdrain will be required at the base of perimeter residential footings and the rear ofretaining walls due to the presence of the impervious Lacustrine silt deposits. Site Drainage Surface water runoff from house roof areas 01· the hardscapc around the residen~e shoulrl hP rollerted hv tightlines ,mrl art>a drnins that lead to a street storm drain svstem. Foundation subdrains should be separate from roof down drains, but they may be· connected ten feel away from the roof t ightl ines. Construction monitoring and consultation sen ices should also be provided to verify that subsurface conditions are similar to those described in this report. Should conditions be revealed during construction that vary from the anticipated subsurface profile, we "ill evaluate those conditions and provide al ternati, c recommendations where appropriate. Our findings and recommendations in this rcpot'l were prepared in accordance l<\ith generally accepted principles of geotechnical engineering as practiced in the Puget Sound area at the time our work was pe1formed. We make no warranty, either express or implied. Please call me if there are any questions regarding this report. dist: (3) addressee encl: Dra\\ing No. 1 Appendix A rmp: Dutro Renton 1 13203 Holmes Point D~iYe NE. ' !,! , . ( 'j ) ..,:,:~ ' '" Kirkland, WA 98034 ------------------------------- Plat #1 ,,·-.. "" -~-'. ,~ "··----- I POl\J.D ' ll if '2 10 I re-1 9 11 @ \ ,, 8 "-.--/ l 12 ' ~ ,-g:,t, \ t 13 7 23 \ I \ 1/) 14 l i . ,1J 6 24 I : w 22 ~ 0 ti 15 z J fP~¥ at f ; 5 25 i: i Cf) .,.,, i 21 ! ; 16 LU I I J, 56x81~~1 z f ··~ I! 111~100 ~ v. . ei;rP.~ 20 U... · 17 uJ ' 4 I ( --c -·-1 ~:!. . . I .j_ ,.,...-, 3 JJ 27 19 .~ 18 1 tjJ LtJ 4 875:;.f .;el if'., -~ ,) ·1 I I 2 f ! I I ! I I I 1 ' I I '-·-· . ......:.1:::.. . ---··--,··~ ............ -.. NE 2oth Ref: Site Plan for Pi i,t #1 SITE PLAN Proposed Resident ;J Development .Jon~,s Avenue and \E 20th Street Project No. 05•194,01 Renton, Washingtc ll Drawing No. 1 ------------------------Robert M. Pride .. ~ln~c.=-------------------"Co=ns!!!ul~ti!!l:n•i.!E.:!!l,n°~•·n:!::ee!;.!...Jr APPENDIX A Summary Logs of Test Pits ., 0. CJ 0 3 4 5 6 - 7 8 Surface Conditions: LOG OF TEST PIT NO. TP-1 dry, flat, moderate!\ \\oodcd with alders and low br·usn Elevation (Approx.); --------T I I ' ! ~ rl ~ [ ;;~ 1~ I ~ -;; i' ' ;'{ 8~_tl/j- 1·111;" loet 1~ pan ot"t!it: f<..'pon pr.:pared b\ Yoni.:m1ts.u (jr;;!o[ogical Service~ (\'_(iS) for th,: nam~J. rrol';ct anU slwuld o~· read toµ~tbt:r \\ltfi that report for complete interpretation. ·i his ~ummary applies onh m thl' Jo..::lt10!i ,,frh1-. treni.:h al Lhe time of excava!lon .Su'1$urfa.:t: ...:ond1tmns ma\ :;;hang~ ;ll J{1u1111..111 1111 1! the J"l<l~~agi: oftm1\.'. lh: Li.it.:. pr..:s..:nl~tl ill\:! a simpl1fh.:ation nf <1ctu:1l ' -.:lmd1t1ons l":n,:m:1iic1..:.: DESCRIPTION Topsoil ' j_l_ SAI\DY SILT: chir, hrm,n. fine to medium, trace organics and scattered roots; ----loose moist i S1[ Tv SA-1\·o: reddish brnwn. fine to medium, trac:c r~ots to 2.0 feet; loo~~ to-- medium den~,. molsl -(jJacio-1 .. actiSlrine l)eposits Cl.A YEY SILT gra) hrnwn mottled reddish brown, thinly laminated wilh sandy silt; srirltu very -..;tiff , wet Glacial Outwash DepoS"i'ts SAND;gra) brn"·1. line to medium. thinly bedded with coarse sand; medium dense, wet Caving hatll: ot ·l feel Rn1tnm of tc:..:t rit ,11 8.0 fL·d; complr:teci and hel~l ril 1 .. rf"-on-5/1 sm~--Grnundwat~ encounter~d at depth 6.U l'eet PROPOSED VIASTERHl.11.DER DEVELOPMENT R('nton, \\iashington For Robert ~t. Pride l: ·' ..,,-1. :l: 05-10019 • • • ,J-, ngi,1ec~ing (leology Yonem1tsu Geological Services (YG~J,d Applied tarth science, t I •)1J" ~ ,,,. l I I ' µ C, .c " 0. w u 2 3 4 5- 6 7 LOG OF TEST PIT NO. TP-2 Surface Conditions: dry ,flat, moderate!~· wooded l\ith filbert trees Elevation (Approx.): ~ I .. " I a i \1.j_. ,, ,c '" C. "" ' s -..: 0 I] r '" 0 z,_ J"his Jog 1.~ rwrt nfih1: rcpnrr rrcp/lrcd h~ Yonemit':>u noolog,irn! 'len..K'L~ ( 'rCiS) for the named ;; proico.:L and slwu!J. he read toe.~:1hcr \\itft that report for complete inLcrpretat1on. I his. summar, c-f c-J apl)lio.:~ onh ,1': th-: locntH111 ,)! this ltern;h at tht'" timer.if cxcavat1on Suo:mrfai.:c cond1tio11~ ma\ , : uJ .r: ·:; chungc at 10.::;\ticin \\'1th f'~l' ::-,a<.~<1.gc of ltrnc. The d11ta pn:scrrtcd .arc a simplificatwn ot" a;.;lu.il ' Q).j_.' c...::: cond111on,.,,n,1rnnti..:nJ '~r-OESCRIPTJON Topsoil i I ;;;J;,:; loo~e-'-moist ,.//('/./'. SANDY SIL I: dark hrow;i, fine to medium, trace organics and scattered roots; ,:./// .. , Glacio-lacustrine Deposits //f[fl'I CLA Y[Y.SIL T: era; brown mottled reddish brown. {j{f1 sandy silt: stifft{1 \·~r) stiff thinly laminated with //h/// , wet ,/'i,/,;, >:-:>:\:~ rl 1 i~i' ~ T;ench walls :-;1a11din~ v...:rtical to 7.5 feet Glacial Outwash Deposits SAND.gray bro\1.:n. fint. .... to medium. thinly bedded with coarse snnd: m~dium dense. v.iet -~ottorn oftest-pi: ct 7., teet; completed arid backfilled oii 5;1 s:05. Groundwater encountered at depd1 7.S ii:et L.~1 ~ PROPOSED MASTERllllll llER D[VELOPM£NT Renton, \Vashington For H:oh(•1·t M. Pride . • . ~ngineering Gtulogy Yonem,tsu Geological Services (YG~lid Applied Earth Sciences 05-10019 2 '' 3 - 4 5 7 LOG OF TEST PIT NO. TP-3 Sur.ace Conditions: drvl flat, rnoder.ttelv wooded with alders and lo~: bruSn · Elevation (Approx.): e I '" "' a '"" 0 ;::! i::: -, 1.1 Gi > ~ u: .1--- ill "C ~ ii 0 J , .. -~ ,:G u a-',_·~ ..c 0 ii)'-' ~ ..c \fl ':' E -<-' :i_, >-J ':,, () j...J C) L'J Thi;, lo!,! 1s p,trt ufu..: n:1wn prepan:d b~ Y11ncmil\U Gr.:oloeica! Scn·ic.c:-; (Y(iS)_ 1ftr 1hc. named prn\ect and ,houl cJ '.1..: r..:ad h•gethcr wnh that rcr0rt for co1iple1e interpn:::la\1011. Jlns sumnrnn: app ir.:s on!; ;11 :ho: loi.:,tuo,t cfthts tr~ch al the time ofcxcilvation. S.ubsurl'cis;.:: cond1(1pn::; ma\" dang~ at 1(1(·:Jllon v;1:h lhc: r1a~~:.:ge ,1fr1me. The' d,1tn rrcsented ar~ n 51mµ!r/i,_.at1on of actual conduions ~ns.:nuntt~d DESCl{IPTION 'ropsciil -4, ' _SILTY-&A:\D; dark brovvn, fine to mcd __ ,_·um, trace organit:::;-and scattered r_oots; loose. moist I --Glacial o,,twash Depo~ ----- SAND; gm, bro1111. 1,ne 10 medium, thinly bedded with coarse sand: medium denst:. \Vet Trench wall"° :-.tanding v~nical Bottom oficstp,toi rfcpth of8.S feet: completed and backfilledon 5/18/05. Strong seepa~c depth 8.0 t'ee!. PROPOSE!} MASTFRRLII.DF.R DEVELOPMENT Renton, Washington For Robert !\-I. Pride 05-10019 . , S . ...EtH:in~~ring Geology· Yonem1tsu Geological erv1ces (YGti:l,J· , ,·ect c. rth s -.. ~ .... pr, 1 ,.a . cience" 3 .... ~ ~ a. ' '" f-~ I I 2 - J - 4 5 6- 7 8 LOG OF TEST PIT NO. TP-4 Surface Conditions: dryl,flat, moderateJ~· wood('d '"ith alders and low brus Elevation (Approx.): ,J) .,, ; n1i~ log is pail of !he f(:p1rt prtr,;;ircd_hv Yonemit<;u Cknlogic..il 'i_ervi..::e:5. (Y(l.S) for the nRmecl pro.1r.;;.;t and sl1111.ld be rc:-iJ trn·.t:;!~t.:r w1tfi. that reP!Jrl for 1:ompk~e rnterpretat1on. Tim;_ summa1y applic:s onJy ,1'. th¢ !0_.:}11011 ,l[t.'us trci;:ch at the t,m~ of i,;_,;,,;;a~·auon. Sul?surfa.;e umdittun:-. ma~ th:1t1gl:" :it loc;1t1Mi \I 11" th~· r,i~~aglo ot time. Th..: dnta prco;cn!.:d ~ .i s1mphfil..'.ation of a.:tual ~. 0 'tl II! ::1 cond1L!ons cn.:ti1t11t,'.r-..:-d DESCRIPTION TopsoiJ/l'orest Duff -~ Glacial Outwash-Deposits SAND:. gray hnmn. tine to medium~ thinly bedded with coarse sand: medium dense. wet 2 foot houl<ie1· Trench walls :>tandin,g 1,,enical ~ Bottom of tes1 pit .it <lcpth :tsTeet; completed and hack Ii lied on -,118105. s.:,,,;;,,g strongly at 7.U fl:tt. PROPOSED .\1ASTFRBl!LDF:R UEVELOPMENT Rerrton 1 \\·.a,hington for Robert M. Pride 05-10019 ! • • c:f..nginecring Geology Yonem1tsu Geological Services (YG"li,d Appl:cd Earth Sciences 4 Surface Conditions; ',) t) ,) :::. 0, lj; E: -~: J, I I 2- 3 4 - 5- 6- 7 - 9 - ' L_ LOG OF TEST PIT NO. TP-5 moist to wet, flat, Jo\\-lJrush, and grasse.s Elevation (Approx.): -~ " "~ Ll ,lj ~ >-> :_) VJ 1 his !og is ru:1 nf th(' r..:pllr1 prepai-td h\ Yor1emitq1 (ieolog1cnl ~_cn·ices (YGS) {hr lh(' n;imcd pro.1ect and 5-hvu)d bi.: ri.:ad tl)gdher \~illi Lhat n.:port fix rnmple1c mkrprr.'t.ition. This_ summa11 applies onlJ ,t/ the louit1:,11 of 1h1~ tre1~ch at t_h_c tum: ofcxca\'a\1011 .SubsurlµfL: i:.:orn .. hn_ons may chtmr,e O! lou\t1(l/) 1,\1lh tt,~· :i:1~saµc of time. I he Jata pn::,,i:ntcd arc a sm1plifis.:t1hon ,lt actual cond1tions cn..:{1u11tc'r~-J DESCRIPTJON Topsoiln'orest bu~ Organic SILT: d;u'k brown, line, roots, very soft, very moist bla(io·L1~·ustrr11e DepUSlts CLAYEY SIi.'!' gm, brown mottled reddish bro\Cn, thinly laminated with sandy silt; stiff to very s!i'.'f , w~l seepage at 2.5 feet Becomes gray in co'.or 'Glacial Outwash Deposits' SILTY SAI\Qgra) brown mottled reddish brown, fine, thinly bedded with sandy silt; me-dium dcn,;;e_ v,ret trench walls. standing_ \.crtical to a depth of KO feet SAND W 1TH SIL lgrn) brown, fine tu med:um; medium dense, wet SA:'lD; gray. tine !1) cnar,e. trace silt scattered layers of coarse sand: medium dense to dense. \\ ct Bottom oft~st pit ,11 dcp1h of9.0 feet; completed and backfilled on 5.-I8/05. Groundwater encountcri.:J at depth of 7 feet. PROPOSED MASTLRBlilLDER DEVELOPME:s!T Renton, \Vashington For Rohert .'\-1. Pride 05-100 l 9 • . ~ngir;ccring Geology Yonemitsu Geological Services (YG~iJ ,\0 plied Earth Sciences 5 Surfact: Conditions: I - 2 3 - s 6- 7 - LOG OF TEST PIT NO. TP-6 areas of standing ,,,atcr. tlat, low brush, and grasses Elevation (Approx.): I This log i, p<il: 11/ :h,· report rrepared hv Ynnernit~ll fit~nloi!i~:;1! Sef"1..-b's. l Y_(i.S) for chc name~ .., pr(ljtcl and should he rc.~d lo~s!ther ,\·icf1 that repon for corriph::k rnterprctrmon, This summan app!ics onlv m th~· lo_,·a: 111n c,: (his trench Ht 1)1c ume of i.:.>.cavH1ion . .5ubsurt_J.cc ;;onditions mm· ch:,nge nt J();:::1t1,1n wrtJ, tlk' p:,-.sagc of Lim;:. The data prcscmc<l <tr<:! a simµlifi,.,:at1on (tfacLu.i.l' condJ1ons crh:Cl;rntcrcJ DESCRIP J'ION Topsoi1i Fore st buff . , Orgunic SI I.T; dark bwn-n. fine, roots, very soft. very moist ;'1 t-------Gla,1al Out\vash D1:pu:".iib __ I I SILTY SAl\n gra1 bruwn mottled reddish brown. thinly hedded. medium ~~~ - SAND; gray bro,\n, rim• to medium. trace siit, scattered layers of coarse sand. medium den~c. ,H.:1 Caving badly bct\\een .\ to 7 feet. -tflottom oftes1 pit el depth nf7.0 feei;·cornpleted and backfilled on 5/18/05. Groundwater cncc,11\tered at depth of6.0 feet. PROPOSED MASTERl!IJILDER DEVELOPMEl'iT Rentnn, \\'.ir,;,hington For Robert M. Pride I,;- 05-10019 ,:.:t• 'J, • ~ , ..J-· nginecr'.ng Geology Yonem1tsu Geological Services (YG~id Applied Earth sciences 6 , \ GORDLEY SHORT PLAT Drainage Report 80000 December 2006 GORDLEY SHORT PLAT Drainage Report 80000 December 2006 I EXPIRES GORDLEY SHORT PLAT Drainage Report TABLE OF CONTENTS 1 General Project Description .................................................................................................. 1 2 Existing Drainage and Site Conditions .................................................................................... 1 3 Downstream Analysis ............................................................................................................. 2 4 Proposed Drainage System Description ................................................................................. 2 5 Detention System Design Parameters and Procedures .......................................................... 3 6 5.1 Runoff Analysis Procedure .......................................................................................... 3 5.1.1 Identify and delineate the overall drainage basin for each discharge point from the development site under existing conditions ................................................... 3 5.1.2 Select and delineate pertinent sub-basins based on existing conditions ......... 3 5.1.3 Determine runoff parameters for each sub-basin under existing conditions .... 3 5.1.4 Compute existing runoff hydrographs based on basin characteristics and appropriate design storms for each sub-basin ............................................................ 3 5.1.5 Repeat steps a-d for the proposed development site conditions (i.e. detained basin, bypassed basin) ................................................................................................ 3 5.2 Basin Summary .......................................................................................................... 3 5.2.1 Existing Site Conditions ................................................................................... 3 5.2.1.1 Total Site Area ................................................................................... 3 5.2.1.2 CN values .......................................................................................... 4 5.2.1.3 Time of Concentration ...................................................................... .4 5.2.1.4 Precipitation ....................................................................................... 4 5.2.2 Proposed Site Conditions ................................................................................ 4 5.2.2.1 Total Site Area .................................................................................. .4 5.2.2.2 CN values .......................................................................................... 4 5.2.2.3 Time of Concentration ....................................................................... 4 5.2.2.4 Precipitation ....................................................................................... 4 Erosion Control ..................................................................................................................... 4 7 Summary ................................................................................................................................ 5 • GORDLEY SHORT PLAT Drainage Report 1 General Project Description 2 The project site is located at the northeast corner of the intersection between NE 20'" St. and Jones Ave. NE in the Kennydale neighborhood. The property address is 2010 Jones Ave NE, Renton, WA 98056. The lot is in the shape of a "T" with north-south extreme dimensions of approximately 320 feet and an east-west extreme dimension of approximately 600 feet. The property is bounded to the southwest by a vacant lot, to the southeast by a lot with some miscellaneous structures and to the north by a single family residence property. The proposed development consists of a 6 lot short plat with access to the property via NE 20'" St (existing home on property to remain and be a separate lot). The access road will be 24 feet in width with an allocated ROW of 36 feet. At this point of the development process, it appears that the utilities will be accessed from NE 20'" St. as well. However, from an elevation perspective, the sewer connection is difficult and may require a small pump station or alternative routing requiring potential property easements. Additionally, as part of this development, drainage control will be implemented in order to sustain existing conditions (please refer to drawing submittals for additional information). Existing Drainage and Site Conditions The project lies within the City of Renton jurisdiction. Presently, surface storm water runoff sheet flows from the east and west towards the center of the property where an existing "ditch" is located. The existing ditch runs north and south through the property, has very little flow and appears to mostly infiltrate on-site. From visual inspection and surveying information, any runoff leaving the site appears to flow to the north. All run-off from the existing building roofs is collected in downspouts that discharge to west and enter the storm system in Jones Ave. NE. On the subject property is one existing residence located to the extreme west of the property and a shed located to the north of the property (approximately 105 S.F.) The rest of the property is lawn or wild grass with intermittent deciduous perimeter trees. Additionally, there is a 6 foot high fence that bounds the existing residence to the north and south, but the remainder of the property is open. Site topography within the property lines is relatively level with a 1.5% slope running from the east property line to the existing "ditch" and a 3.5% slope running from the west to the existing "ditch." The south west portion of the property has an existing slope that is approximately 8 feet in elevation (slope of 26%) but only consumes approximately 3,000 Page 1 2006-12"04 GORDLEY SHORT PLAT Drainage Report 3 4 square feet of the property (see Grading Plan in drawing submittal). The maximum topographic rise throughout the project area is in the order of 21 feet (High: 272" -Low 251'). As mentioned above, an immediate elevation change in the order of 8 feet at the southwest corner occurs just inside the vacant lot to the southwest and NE 201 h St. The existing residence on site will be maintained for the new development; however the existing shed will be demolished. Downstream Analysis As previously mentioned, from visual inspection storm water runoff (that doesn't infiltrate) sheet flows from the east and west towards the center of the property where an existing "ditch" is located. The existing ditch runs north and south through the property and has very little flow and appears to mostly infiltrate on-site. If any flow exits to the property it appears to be to the north which through existing drainage paths enters a "wetland" to where it is stagnant and appears to infiltrate. Proposed Drainage System Description Stormwater runoff from the site will be collected and conveyed to an onsite infiltration system. The Infiltration system will be designed to meet City of Renton Requirements. The infiltration system consists of 120 LF of 48" 0 CMP pipe sloped at 0.5% with perforated holes on the bottom Y, of the pipe. At this point in the design, these holes are to be Y.' diameter with 1 and Y, inch spacing in the vertical and horizontal plane. Controlled discharge is then piped via 8" 0 PVC pipe to the combined sewer. The infiltration system is designed to release flows at or below existing levels therefore no adverse impact to the downstream drainage system is anticipated. Runoff from new lots will either infiltrate or sheet flow to the new access street, which will then convey to the newly proposed catch basins located on the new access street. The infiltration facility and the peak flows for the hydraulic design have been preliminarily determined using the Santa Barbara Urban Hydrograph (SBUH) method and the King County Hyetograph. The impervious area of the proposed development reduces the pervious area on site by approximately 40% from the existing condition which is approximately 23,000ft 2 • The proposed infiltration system has been preliminarily designed per the City of Renton Guidelines. Page2 2006"12-04 GORDLEY SHORT PLAT Drainage Report 5 Detention System Design Parameters and Procedures 5.1 Runoff Analysis Procedure The "Basin Summary" within this report lists the design parameters and associated references to derive the stormwater runoff values. The computational steps outlined below have been applied to obtain the existing and developed basin runoff quantities: 5.1.1 Identify and delineate the overall drainage basin for each discharge point from the development site under existing conditions. • Identify existing land uses Identify existing drainage features (i.e. streams, depressions, etc.) 5.1.2 Select and delineate pertinent sub-basins based on existing conditions. Select separate sub-basins for on-site and off-site drainage. Select separate sub-basins for major drainage features. 5.1.3 Determine runoff parameters for each sub-basin under existing conditions. Identify pervious and impervious areas. Select CN values based on soil type and land use. Compute the time of concentration for each basin analyzed. 5.1.4 Compute existing runoff hydrographs based on basin characteristics and appropriate design storms for each sub-basin. 5.1.5 Repeat steps a-d for the proposed development site conditions (i.e. detained basin, bypassed basin) 5.2 Basin Summary 5.2.1 Existing Site Conditions 5.2.1. 1 Total Site Area Impervious area: Pervious area: 0.09 acres 1.38 acres Page3 2006-12-04 GORDLEY SHORT PLAT Drainage Report 6 5.2.1.2 CN values Grass Areas (< 75% cover) Impervious 5.2.1.3 Time of Concentration Sheet-flow: 5.2.1.4 Precipitation • 2 year/24 hour design storm event: 10 year/24 hour design storm event: 100 year/24 hour design storm event: 5.2.2 Proposed Site Conditions 5.2.2.1 Total Site Area Impervious Area: Pervious Area: 5.2.2.2 CN values Grass Areas(< 75% cover) Impervious 5.2.2.3 Time of Concentration Sheet-flow: Channel-fiow (conveyance): 5.2.2.4 Precipitation 2 year/24 hour design storm event: 10 year/24 hour design storm event: 100 year/24 hour design storm event: Erosion Control CN = 86 CN = 98 300 feet 2.0 inches 3.0 inches 4.4 inches 0.67 acres 0.80 acres CN =86 CN = 98 100 feet 200 feet 2.0 inches 3.0 inches 4.4 inches The clearing, demolition and construction limits are to the extents of the property line and will not encroach into any adjacent properties. During construction a silt fence will be installed along the down slope sides of the property. Any existing catch basins in the street will have protection installed. A stabilized construction entrance will be used for access to the site. A sediment pond will be constructed to receive site runoff and once the sediment laden runoff has settled, water from the sediment pond will be released in a controlled manner to the existing drainage system. The City of Renton standards are to be followed Page4 2006-12-04 GORDLEY SHORT PLAT Drainage Report and any such notes deemed necessary to ensure that supplemental controls are addressed or installed as required will be added. All erosion control measures shall be in accordance with City of Renton/King County Best Management Practice's. 7 Summary The proposed infiltration system for the site has been designed to manage design storm events. The infiltration system will release the developed flows at or below the existing conditions per the City of Renton Stormwater, Grading and Drainage Control Requirements. The post development drainage system discharge rate will be at or below the existing site conditions discharge rates, therefore not having an adverse impact to the downstream properties and drainage conditions. The proposed site development design will comply with the City of Renton current design guidelines. Page5 :2006-12-04 •. TICOR TITLE COMPANY 600 SW 39th Street, #IOO, Renton, WA Q80S5 (425)255-7575 FAX (425)255-0285 Toll Fret: Number: 1-800--215-8404 COMMITMENT FOR TITLE INSURANCE NO. 6364084-1 THIRD REPORT INQUIRIES SHOULD BE MADE TO: UNIT 1 425-255-7472 Donna Roetter RoetterD@ticortitle.com Arlene Naputi Unit1. Renton@TicorTitle.corn Effective Date: October 10, 2006 at 08:00 AM 1. Policy or policies to be issued: 1992 AL TA Owner's Policy Coverage: Standard Liability: $ 998,000.00 Premium: $1,750.00 Tax: $ 154 00 Proposed Insured: Silverstar Homes LLC 1992 ALTA Loan Policy Coverage: Extended Liability: $ 0.00 SCHEDULE A Premium: $ 0.00 TO FOLLOW Tax: $0.00 Proposed Insured: TO FOLLOW Customer Reference: Gordley/LLC Qc-r 1·· ,· L,.(, .J 2. The estate or interest 1n the land described or referred to in this commitment and covered herein is a Fee Simple. 3. TICOR TITLE COMPANY agrees to issue on i-equest and on recording of a~ropriate documents, its policy or policies as applied for, with coverage as indicated, based on the preliminary commitment; title to the property described herein is vested. on the date shown above, in: Richard Gordley and Lauralee Gordley, husband and wife subject only to the exceptions shown herein ZJnd to the terms, conditions, and exceptions contained in the policy form. 4. The land referred to in this Commitment is described as follows: SEE SCHEDULE A CONTINUED Commf!menr Schedule A Comrnitment No. 6364084-1 LEGAL DESCRIPTION SCHEDULE A CONTINUED The land referred to in this Commitment is descnbea as follows·. Lot(s) 4, City of Renton Short Plat Nurcbc• SHPL-060-87, recorded under Recording Number 8805099006, in King County, Washington. and that portion of Lot 2 of said short plat, lying southerly of the following described line: Beginning at the northeast corner of said Lot 4: thence north 89 9 29'00" east on the easterly pro1ect:on of the north Ii ne of said Lot 4 a distance of 226.50 feet to a point on the easterly boundary of said Lot 2; said point being south 00'35'32" east a distance of 326.88 feet from the most northeasterly corner of said Lot 2, and the terminus of the herein described line; (BEING KNOWN AS Lot B, City of Renton Lot Line Adjustment Number LUA 95-093 recorded urder Recording Number 9511299005). Conrn1itrnent No. 6364084-1 SCHEDULE B Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: GENERAL EXCEPTIONS: A. Rights or claims disclosed only by poBsession. or claimed possession, of the premises. B. Encroachments and questions of location. boundary and area disclosed only by inspection of the premises or by survey. C. Easements, prescriptive rights, rights-of-way. streets, roads, alleys or highways not disclosed by the public records. D. Any lien, or right to a lien, for contributions to er,iployee benefit funds, or for slate workers' compensation, or for services, labor, or material heretolore or hereafter furnished, all as imposed by law, and not shown by the public records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the public records F. Any service, installation, connection, maintenance, tap, capacity or construction charges for se'her, water, electricity, natural gas or other utilities. or garbage collection and disposal. G. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. H. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. I. Water rights, claims or title to water J. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effectrve date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. SPECIAL EXCEPTIONS: 1. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN 2. 3. FOR: Existrng drarnagc ditch DISCLOSED BY INSTRUMENT RECORDED: March 21, 1958 RECORDING NUMBER: 4884438 and 4884439 AFFECTS: Easterly por·tiorr of Tract 293 of C.D. Hillman's Lake Washington Garden of Eden Div. No. 4 lying withrn Lot 2 of pcoperty horein described AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: FOR DISCLOSED BY City of Renton Public utrlrtics (including water and sewer) INSTRUMENT RECORDED: June 29, !981 RECORDING NUMBER: 8106290604 AFFECTS: The nortrr 15 feet of Tract 293 and the west 15 feet of Tract 284 of C.D. Hillman's Lake Washington Garden of Eden, Drvrsion No. 4, lying within Lot 2 of property herein described AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: FOR: DISCLOSED BY INSTRUMENT RECORDED City of Renton Public utilities (including water, wastewater and surface water) November 6. 1995 Commitment Schedule 8 Cornmitment No. 6364084-1 SCHEDULE 8 (Continued) RECORDING NUMBER AFFECTS: 9511060098 Portion of Lot 2 4. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN FOR: Ingress. egress and utilities for the purposes of utilizing Grantee's water rights from an unnamed creek Short Plat Number SHPL-060-87 DISCLOSED BY INSTRUMENT RECORDED RECORDING NUMBER: July 28, 1995 9507281245 AFFECTS: A 10 foot sl'ip of Lot 2 adjacent to Lot 1 5. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: May 9, 1988 RECORDING NUMBER: 8805090391 6. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: January 14, 1991 RECORDING NUMBER 9101140962 7. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN SHORT PLAT: RECORDED: May 9, 1988 RECORDING NUMBER· 8805099006 The utilities easement noted on said short plcit over Lot 2 has been released by Recording Number 96041 70909. 8. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT, COPY ATTACHED: RECORDED: November 29. 1995 RECORDING NUMBER: 9511299005 9. DEED OF TRUST, ANO THE TERMS AND CONLJITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: ADDRESS: LOAN NO.: AMOUNT: DATED: RECORDED: RECORDING NO.: Richard Gordley and Lauralee Gordley George C. Reinm1llet Trustee, Inc. Source One Mortgage Services Corporation 27555 Farmington Road. #300, Farmington Hills, Ml 48334-3357 Not disclosed $240,000.00 March 17, 1999 March 19, 1999 9903192831 THE BENEFICIAL INTEREST OF SAID DEED OF TRUST HAS BEEN ASSIGNED: TO: ADDRESS: RECORDING NO.: Commhment Schedule B Fleet Mortgage Corp. 1333 Main Street, #700. Columbia, SC 29211 19990922001469 Comrn,tment No. 6364084-1 SCHEDULE B (Continued) 10. DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF: GRANTOR TRUSTEE BENEFICIARY: ADDRESS LOAN NO.: AMOUNT: DATED: RECORDED: RECORDING NO.: Richard Gord!ey and Lauralee Gordley, husband and wife Chicago Title Insurance Company King County Credit Unior. a corporation 801 2nd Avenue. #100, Seattle, WA 98104 Not disclosed $30,000.00 August 30, 2004 September 3, 2004 20040903002252 11. General property taxes and special d1slnct charges, as follows, together with interest. penalty and statutory foreclosure costs, if any, after delinquency (1st half delinquent on May 1st; 2nd half delinquent on November 1st) Total Taxes for Year 2006 Amount Billed: $4,586.55 Amount Paid: $2,293.28 Amount Due· $2,293.27 Tax Account Number: 334690-3563-04 Levy Code: 2100 Current Assessed Value: Land: $167.000.00 Improvements: $216,000.00 12. Payment of Real Estate Excise Tax, ii required The property described herein is situated within the boundaries of local taxing authority of the City of Renton. Present Rate of Real Estate Excise Tax as oi the date herein ,s 1.78% plus $5.00 additional county surcharge. 13. ANY CONVEYANCE OR MORTGAGE by Silverstar Homes, LLC, a Washington limited liability company, must be executed in accordance with the Limited Uability Company Agreement and by all the members and their respective spouses as the date of acq1Jis,tion, or evidence must be submitted trial certain designated managers/members have been autl1orized to act for the Limited Liability Company. A copy of the Limited liability Company Agreement and amendments thereto, if any, must be submitted. 14. The policy requested in the application for ;nswance is AL TA Homeowner's Policy of Title Insurance - One-to-Four Family Residence. Said policy is not available for this property and the AL TA Owner's Policy as identified in Schedule A hereof will be issued instead. Contact your title officer if there are any questions. END OF SPECIAL EXCEPTIONS NOTES: A. The language contained in the printed Exceplions from coverage and Conditions and Stipulations of the Policy committed for may be examined by inqui,y at the office which issued the Commitment, ard a specimen copy of the insurance Policy Forrn(sj referred to in this Commitment will be furnished promptly upon request. Commitment Schedule B ComMitment No. 6364084-1 SCHEDULE B (Continued) B. Investigation should be made to det.ew1ine if there are any service, installation, maintenance, or connection charges for sewer, water, eiectricity or Metro Sewer Treatment Capacity Charge. C. In the event the transaction fails to close and this commitment is cancelled, a tee will be chargec to comply with the State Insurance Code and thP. flied schedule of this Company. D. Abbreviated Legal for purposes of Ki11g County Recorders Office is: Lt 4 and ptn Lt 2, SP #060-87, Rec #8805099006 . E. The records of King County and/or our rnspectron indicate that the address of the improvement located on said land is· 201 O Jones Avenue Northeast Renton, WA 98056 A Single Family Residence According to the King County Tax Rolls the clwel'ing was built in 1995. F. All matters have been cleared for AL TA Extended Loan Policy coverage and/or Homeowners Endorsement coverage. G. The Loan Policy to be issued will contain a Form 8.1 (Environmental Protection Lien) Endorsement. H. There have been no conveyances of rocorcl wi 111i11 the last 24 months other than the deed through which title is claimed. I. We lind no adverse matters affecting the name/s) of Silverstar Homes, LLC, in the King County records. jh/ga/01/04/2006/pc/08/2112006/pc/10/1 612006 cc: The Talon Group Windermere Real Eslate/S.C.A., Inc. Kennydale Realty END OF SCHEDULE B Commitment Schedule B Commitment No. 6364084-1 COMMITMENT FOR TITLE INSURANCE TICOR TITLE COMPANY. a California corporation. by TICOR TITLE COMPANY, a Washington corporation, ,ts authorized agent, herein called the Company. lor a valuable consideration, hereby commits to issue the policy or policies of title insurance, as identified in Schedule A, in favor of the proposed insured named rn Schedule A, as owner or mortgagee of the estate or interest covernd hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges l!icre/or: all subject to the provisions of Schedules A and Band to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed insured and the amount of the policy or policies committed have been inserted 111 SchecJule A herecf by the Company, either at the time of the issuance of this Commitment or by subsequent endor~;cment. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate one hundred eighty (180) days after the effective date hereof or when the policy or policies committed for sl1all issue. whichever first occurs. provided that the failure to issue such policy or policies is not the fault of the Company TICOR TITLE COMPANY By ¢4;,,&~ Authorized Signatory 12/04/2006 15:58 FAX 4252550285 E-LN, CF' w. 210 "' "' LOTl "' # ~- c.GG ( ,'Ii .( ,<> <:, gf> ,'(o' 0 ' 23, .!&&.SF ~ 9 SHPL/V ~ 0 0 23;00 SF om, 2.asoa sF 1!111 221~e • DIX) 21e.10 si= OD! LU 'Bi' "' "' .. LU V > ' ..; .., <') ::c .. .. " (ll z 0 -- LU > ... gi I- "' .. a: ~ TICOR TITLE ~ 008/056 1.15 AC oO!lO SF ~ ~:ti ' gj,_'""""'!--""':I _.Ill N'C:N.oFa~3• . .,es .c; N Be-18-!A E 0 II! ... ~ .. r ~ PCJR. " "'.W 93 ~ , __ ,,. ......... + .. --....................... -............ ,_ .... .;, 'lio" 20509 - aos,5 s .., 2oe1a s ~ 30700 5F 3521) ' " i pnr. lot Z " " H NA!, 20TH ST --- DECO' ?nn~ '• ,t,,:_;Q N N -59- 12/04/2006 15:58 FAX 4252550285 TICOR TITLE - - \.. • AFTEll RECORDING MMl.1'(): RICHAAD ClORD•ln' JQl~ JC.WE~ AV!. Nt :llf.Ntofrt, ~~ 9$056 I II i Ii ll il I i 8 Fila! ro, R«oNI, id. llapae:rt or i ~klkl!>· ,,,.,......., 711, Statutory Warranty Deed ....-.--""-"' Fir&~ Alrlllz:i~t~ Title Cc:11np1n~ E,mi,w Ninba"; 32604RG1 'o~ ... -.. -rr,-i,-,-,.,.---.e.s-~llllWU=-,-.e-'"===..:.:.::::::==='---"=-1=11T-AK-,--,-.,(j),..,-; G""ICC(j): RlCIWD GO•DL<Y, LAUP>..tt OOROLEY 4/l0:::>3!r 2- A.llbn:vilUldLcall; Lot 4. Clt't or RDfTON U :IIHPt. Q6D 81 UND&A u11101"09'11C05, Pag-e HO!iCl!l9006 1.nc.h1.aive. r•c:oOl:'d..l ed. KING CDuntr, WA A4di1t0Ul lepl(O o. paec: A1MN11;11r', Tu Find M111nbtr(I,); ~:1.ogo '.3!163 04 Ttllf; OIL\NTOI: JilJl'-WF-'1, HOME5 INC., ill illl...,hinq~an Coz:pocill.t1.0n for lfld inm111idc'11CIOll ot 'l'Elf OOI,L,\RS AND OTHU GOOD ~[J VJ\LUAILE CON.UDEAATIOJI In hind paid, l'Orrn:)'S ml 'fifrlllld ICl RI CHARI) GORDI.f:Y and LAUPAJ.,ll GOlDLl:'t' hU IJ.bll nd and "1,UII! I.he lollowtng~ ~ iCWk, ,111.1.11:ed lntbe.CCNlllyorfl:IJIC , St,uiolWllhlllpm: Ht i,rnurT .. ,.,. ATTACHED ft!,R.E'TC AND ai THI5 Rl:RRBNCi: t9J)E A PART l!!:Rmt. 8UJJtcT TO: aEt elHIBIT H!" ~ir-l'~CHEO ~ERl:TO JI.ND BY TNlS REt~ar.Nee MADZ ~ PART H~lltol". ..., Ln.lO > .. ,->•r',1/;r, ·-• ~010/056 ,12/04/2006 15: 58 FAX 4252550285 TI CO F: TITLE • • ' j • EXmBITA LOT 4 OF CITY OF RHNTDN SHORT ~LAT NO, SHPL-D60-17, AS R.l!CORD8D IJHDl!R RBCORDIN<l NO. 8805099006, AllO Tlll!.T PORTION OF LOT 2 OP SAID SHORT PLAT; LYING SOUTHBRLY O THH FQLl,(]WIIIG D!SCIUBBD LINS:, BIWIIININ!l AT TKB HORT!IB.8.ST CORNER OF 9AID LOT 41 TllBNCi NORTII 09"29'00" BAST OH THB BAS'l'l!RLY PROJECTION OF THR NORTH LINB OP SAID r..oT 4 A DISTANCB OF 226.SO PRB't TO A POINT 011 'n!B !!ASTl!l<LY BOl!NOARY OP SAID LOT 2; ~AIO POINT BRING SOU'l'II 00'35'32" BAST A OISTANCB Of J26.88 "'"T PRON 1HB HOST NORTIIBASTBRLY CORNER OP SAID LOT 2, AND THB TBJV,IINUS OF TH& l!BRBIN DBSCl!IBBD LINH. IBBING IUfOWN AS LOT B OF CITY OF Rl!N'roH LOT LINE ADJUS'!MBNT IIO. LOA ~5-0~3 Ll,A UN!>BR RECORDill<l NO. 9511,99005.1 ' .,:·:1a1 1;!]011/056 2S ,12/04/2006 16 00 FAX 4252550285 TICOR TITLE • • J • EXHIBITB l!ASl!l'IEIIT, INCLUDING TBRMS AND PROVIS IONS CONTAINBO T~!Ull<• R!COROKD• RBCORDING NO. : P<)R: Al'f'BCTS: IU.RCB 21r 1158 f88ff3B AND 4Bl44JJ ElISTINO DIIAIIIAGI D!?el! I.\STULY FOllTlgll" CP ftACT 293 OP C.D. Jllt.LIWI' S LAD IIA811Ill'GTOH GARDU or EDIIII l!IV, IIO, 4 t.YfllG Nlft .. LOT 2 01 UOFQ'l'Y l!IRSDI IIISClt!IID BASl!Mlltrl', INCLlJDU/G T1'RN$ AND PROVISIONS CONTI\INBD THBRBIN! RBCORDJID, RBCORDING NO. , IN FAVOR OP: POR, APPBCTS, JUllli 2 9 , 19 81 Bl06HOi04 CITY OP llDfIOM PUIILIC 1lTILITIBS (IRct.lJIIIIIQ NATllt 1111D HUil) 'l'Jlll: RORTB U, PUT OP T'llCT 2" "ID 'nlS !!SST 1, PUT OP 'l'AACT 2H OP C.11. BILLIWI' S Lllll IIASlllllQTOII CI.UDDT OP Zl>IIII, D1Vlst~ lfO, 4, J.Yill<J RlTBllf LOT 2 or ,aon1Tr mstlf DHCHUI! AGRBl!MBNT AND TI!! TERMS AND C:OIIDITIONS THBRBOP B"111SllN, CIIARLl'S A, l'OllL .IIID NIRIPUD I. POIIL ll!IO, CITY OP Ulffl)II RBCORDBD: IIAY J, 1998 RECORD!ll] NO.: 8805090391 AGRBEMBIIT AND THB TBRMS ANll COM)!T!ONS TIIIRl!OF l!8'1'WBBN, CIWII,IIS A, Pom. A11D IIUIJ rue a . l'OltL AND: CITY or ·-RECORDED, JAJOUIUIY 14, 1911 RBCOROIIIIG NO., 910Hf0J62 BASBMBNT, IIICWDING TBJlMS MD PROVISIONS CQIITA!IIBD TllBRBU'I, llBCORDBO, RBc:rJROll«l !IO. POii, AFPBCI'$, :, i/ULY U, UH 9507281245 INQIIZSS, &QRSSS .Ill!) t1TILITil8 ro,· 1'1111 Pl1ltP0SSS OP V'&'ILIZINQ GIIAll!Bll'S WATIIII RICJBTB l'Jl:OII AN' UIIR'ADD caDK SBOBT PLAT IIO, SBPL•0,0•11 A 10 POOT SDIP or LO'r 3 Al>JACBIIT TO LOT 1 liiJ012/058 • \. • • • DE:c o (. RelumTo: SOURCE ON[ HOATGm SER~ICES COAPOAU[I)~ 27555 FARMINGTON RO STE 300 HRM!NGTN HLS. Ml ~B334-3357 f DIAL 00CUMEN1S As.~·•or's Petcc:I or Account Number· Ahh«vialoo Legal Dcscripli,m, L' 4 C, 1:'.J O ~ e._"~ s p S~PL 61,0 g7 /(/:e, 'il&OSO~l)/JOI:> [Include lflf, hlodr: and pl.at or secuon, t.own.'Ulip an<l ran11c) Full legal dcsi;riptlon located tJf1 [18.gc 702041? I -3 ~-1•··~;~k~;·;;~;;·1-··· l~~t'.:'3WL l'HIS DEED Of TRUST (-Secunty ln....,trumcnt") is made on The f!Tanlcir is (Ekim1wcr"). The Lrustcc is GEORGE C. AE[NMILLEH TRUSTEE. !NC MARCH lJ[H, 188d 521 SM CLH SI STE 200, ~OATL~NO. OR 97201-5407 which is mgani1xd and c:a;iSling Wider the laws of aildl'C65 is 27555 FAAWIGTON AD srr 300 DEU,URE ,and whose f ARM!NU!N HLS Iii! 4!13]d-33~7 ("Lcodcr"). Borrower owes L,endct the principal sum of TIW HUNDAEO FORTY IHOUSAHO ANO N0/100 Dollars(U.S.5 240.000 0) }. This debt is c"ldenccd by Borrower's notedatr.d lhe:satnc: WASHINGTON-~ flffllly-FNMA/FHlMC UNFORM INBTIIUMENT clll.-tHIWAJ{970 l Fotm 3048 11/90 Rt:"JAO ~ 02oe2 rn20•121-3 :~;~ ~~:TO.GE FORM~~::.,)l~l 71:i 11111111111111111111 " P. 8 ; ~ '":'.I -~ ;; ... § ~ i I -25> ,,,.., • • • • • dale a..,; lhis Scc11rity lll5lrumcnt (·N1)tc"), which provides for monlhly raymenl,;, with the full deht, if nnt paid earlic,, due and payah\c on APRIL 1ST. 2029 . This Security lfL<ilNm1..-nl sccure.<. tn Lender: (a) lhe repayment of !he debt evidenced by the NOie, wilh interest, and all renewals, e:ittensions and modificat.ion.<;. of the Nc1ti:; (b) the fla)'ment of all olher !Rims, with interest, advanced under paragraph 7 to prot«t the so.:urity of this Security Instrument; and (c) the pctfottrumcc "f Rnnnwcr's covenants and agrcemc!'1ts under this Security lnstrumCflt and the Note. For this purpose, Borrower im:vocably granL-. 811tl convey~ lo Tn.L'lttt:, in trust, with power of sale, the following ck..'iCrit>Cd property located in K [Nii Cm.u,ty, Wa.~ingllm: SEE HUTCHED LEGAL nrsr.RIPI rm whichhasthcaddres,.,;of2010 JONES A'/[ NE REf,HQN (S1rw.Cll~J. Washington 98056-2658 121p(odcl (·Property Addre."i..•(); TOGETHER WITH all Lhc improvements now or hercaitcr e1«1cJ on the property, and all ca.'iCmcnts, appurteh8tlcc..'j;, ahd thture,:,; nuw or hereafter a part of the property. All rcpl~mcnlS and additions shall aJ50 be covered by this Security Instrument. All of the foregoing is teforrcd lo in this Sccurily Instrument as the ~Property.· BORROWER COVENANTS tlw Borrower is lawfully x.iscd of lhcestalc hcrcl:,y convey«! and has the right to grant and convey the Property and lhat the Ptopct1y is unencumbered, e~ccpl for cncumbndtccs of record. Burrower warrants and will defend generally the title lo lhc Property agairal all claims and demands, subject to any cncumbriwccs of record. THIS SECURITY INSTRUME.'4T combines uniform covenants for national use and non-unifortn CO\'i:tulhls with limi!cJ varialinrL-. hy jurisdiction to constitute a unifonn security instrument covering real pro~.rty. UNIFORM COVEN ANTS. Borrower and Lender a1\'c'1at'JI :ind agree as follows: 1. Payment of Principal and Interest; Prepayment and Late Cbarpa. Borruwcr mall t1tnmrlly pay when due the principal of and mlt!resl on the dd,I evidcncc:d by the Nole and any ptcpaymcnt and llllc ch8J'ges due under the Nole. 2, Funds for Tut:1 and Insurance. Subject to applicabl.c law or lo a written W~Yct by L,.nkt. Borrower shall pay lo Lender on the r.lay monthly p..ymcnts arc due under the NC'tc, until the Nute is paid in full, a sum rFunWq fot: {a) yearly t:ucs and asscs:sments which may auain priority over this Security lmtrumcnt as a lien on the Properly; (b) yearly leasehold paymcr.t5 ot ground rents on the Prorcrty, if any; (c) yearly hal.anl or property ltl.sUhlhcC ~rr.miufllS; (d) yc.uly flood insurance premium~, if any; (e) yearly mortgage 1n.,i;urance )'!'Cffliwns, if any; and (0 any sut.ls r,ayablc hy Borrower to Lender, in ai;cotdatu:;:c wiLJ-, I.he rnwl1tiotl'I. of paragraph 8, in lieu of lhc payment of mortgage insurance premiums. These items arc called ·Escm~ ftern.~.· Lender may, ill any time, wllccl and hold Funds in an amou11t rmt to exceed tht: rnuimutn amOUtll a lender ror II redcrally related murtjl.agc loan may require for Borrower's .~row accounl unciet the fedcra.l Real btale Selllctncflt rrn, .. -cdurcs Act of 1974 85 amtt1ded from lime to titnc, 12 U.S.C. Scct1o11 2601 ftl s•q. (·RESPA~), U11\Qi..-;11nott11:r law thatapplie;stothc Fun&scb il l~amount. If so, Lender may,atany1imc,collcc1 and hold Funds in an amoWlt not lo cxcctt:l the lCMer Bmoubl. Lendet hlay estimate the atnm.ltll of Fun& due ofl the basis of cum:nl data and reasonable estimates of expenditures. of future Escrow ltcm5 tir otherwise in accordance with applicable law The Flllkk shall be held in an mstilution whose dqx,sil5 are insured by a federal agency, in.~tutncnt.dily, or tintily (iOOuding Lende.r, 1f Lender is 5ual an institution} or in any flcdcral HonK: lnllill!:/t;J.4 Cl'f.,..fiHlWAI (9701) Page2of8 Fann3048 9/90 • - I - 25:X • • \_ • • • Loan Bank. Lender shall apply the Funds to pay the Escrow Items. Lender may not charge Bortnwcr for holding and applying lhc Fund~. annually analyzing the escrow accounl, or verifying the Escrow llcm..i, unless Lender pays &nowcr intercsl on the Funds am applic.able law pcrmi~ Lender lo make :mch a charJc. Hnwcvia, Lcndct may requ.ire '3orrowcr to pay I Oh(:•timc charge for an indet,endc:nl real c.<1tatc tu reportin1 :,ervice used hy Lender in connr.:ct.ion with this loan, unJes5 applical,Je [aw provides otherwise. Unless .n a,:f'l'll!met11 is rn&Y. or applicable law requires interest to be paid, Lender shall hot tc tftiuired to ria:Y Borrower any inlt:f'est orouninp on the fund!. Borrower and Lendcrmoy agree in writing, however, that interest shall he pa.id on the Fwlds. Lender shall give lo Borrower, without ctwge, an annual ~ting nf the Funds, showing credits and debits lo lhc funds and the purpose for which CIK:h debil lo the Fund:s wa:s made.~ Fund,,; arc pledged as additional security for all sums secured by this Security ln.o;t,ument. [f the Funds held by Lender exceed the amounts ~tmittcd lo he held by applicable law, u;:ndcr shall BCCounl lo Borrower for the e:u:es.s Fmtds in ac.cordahcc with the requitt:mcnts or applicable law rr the amounl of the FU11ds held by Lender at MY lime i~ not sufficient lo pay the Escrow Items when due, Lender may so notify Bonowcr in writing, end, in such cue Bonower shall p.y to Lender the amounl ncct:SMry k1 makt: ur the dcficii::ncy. &lrrowcr shall make up the deficiency m no more lhan twelve monthly paymcnls, al l..et,det'~ sole dis,crclioo. Upon paymc.nl in full of all sum...., secured h-y this Securily lnslrurnet11, l...clldcr shall rnornf)tly rdtmt.l to Borrower any FW"Kk held by Lcndc:t. lf, under paragraph 21, Lender shall acquire or sell the PtHpcrt y, Lender, prior to the acquisition or sale of the Property, shall af)ply any fund,; held by Lcnckr al the time of acq,u1~ilion or sale as a credit againsl the sums secured by cfiis Security Instrument. J. AppliC11tlon of Parmeats. Un]C,<;S applicable law ~rovidcsotherwise,all payments received hy Lender under paragraphs and 2 shall he applied: first, lo any prepa.)'JTlcnt charges due under the Note; ~md, tonmounls payable uhdet fl3.hlgtar,h 2; third, lo intcrai-1 due; fourth, lo principal due; and la,t, t(1 any late charges due under the Note. 4. Chirps.; Lltna. Borrower sho11 pay all !Axes, assessmenls, charges, fines and impa,;ition., allributa"hle to the Property which may auam priority over this S«:urity I11."1Utncnl, ilhd lca.1c:huld payments Cit gtrn . .lfld rent.s, if any. Borrower shall pay lha;c obligations in lhc manner provide<! m paragraph 2, or if not paid ih that manner,_ Bonuwcr shall pay them on time di«:elly to the person ow-cd payment. Borrower shall promptly fum1:o1,h to Lender all notices of amounts to be paid under this r,aragraph. If Borrower makC5 i.he;c payment.:; directly, Borrower shall promr,tly furnish lo Lender rcccipbi cvidc:ming the payments. Bum"tWer shall promplly discharge any lien which has priority over t.his Security In.~trn:til 11t1lc.,,; Bottower: (a) agrees in writing to the ~yment of lhc obfipi:ion 5CCUmd by the lict1 ih a mllhlK:t acccptahfc to Lender; (b) conlest'I in good faifh the lien by, or defend..,; against enforcement of the lien m, legal proccalin&,s which in the Lctnlcr's opinion operate to prevcru the enforcement of the lien; or (c) secures from lheholdcr of the lien an agrccmcnt salls(actory lo Lender subordina.tingthe Hen to this Security In&rumcnt. If Lc:tidet dr:t~ine.,; that i.ny a-rt or the Property is subj«.l to a Tien which may an.11.m priority over lhi.s Security lttslnlmetlt, Lender may give Bonower a nolic.c identifyinJ the lien. Borrower shall satisfy the lien or take one or mote of the acliOMsct forth above within 10 day$ or the giving of notice. 5. Rll.Z.ln:I or Prop-=:rt1 lnsuhlnct. Bottnwet :shall keep the improvements now existing or hcn.:afkr creeled cm the P--opcrty in:,;ured against ICN by fire, ha7.ards included within the term "extended co'leragc" and any other hazar~, indudifl8 H(l(J(is or flooding, for which Lender rcquite.'i insurance. Thi:o1, insura.oice shall he maintained m lhc amounts and for the periods that Lender requires llic insurance carrier ptc-vidinj the in:.urancc shall he chosen by Bonower subject lo Lcndcr·s approval which shall nol be untcasunably withheld. If Borrower fails to maintain coverage dest.:ribcd ah11\lc, Lcndc:r may, at Lender's option, obtain covetage ta protcd. Lender's righL'I in the Property in t!ccntdancc with paragra{)h 7. All insurance r,olict~ and renewals shall he acceptable to_ Lender and shall include a standard tnClr1ga,c clause. Lender shall haVt.' tJ1c right to hold 1k policn:s and renewals. If Lcndc:r ~uircs, Borrower shall i,tolils,tly gi\re to Lender al I recci~.s of pa.id premiunui and rcncwaJ notices. In the event 11f lct;S, Borrowcr5hiill give ptompl notice to the instnance carrier IV1d I.ender. Lender may make proof 11f l05..,; if not madef)l'Offl]Mlyby Borrower. Unk•:.,; l...endcr ancfBonower olhcrwi:.e agree in writing, iMllt1lhl;:c: p~ shall be aps,lied lo rtSIC'ra.tion or tepllir of the Property damaged. 1f thr, n:stc ral..ion or Kpair 1s ec.c,nomically rcas.Dle and l...cndcr·s ,.-,c,curily i:oi not l~. ff the restotal.ion or repair is not cconornica.lly feasible or Lendc.r's .security would Ix:. lcs.senc.d, the in.,;urance proceeds shall be applied to the sums sa:ured by this -~ ---eH(WA) {9701) Pagel orH Faffll3C>41 0/IO tQO ______ ,.,*. 25 - - • • Securily Instrument, whether or not then due, with any Uccs.5 paid to Botrowcr. If Borrower a.handons the Propcny, or docs not answer within 30 days a notice frorn Lc:ndet that the insurance carrier has uffcn:d tosctllcada.irn, lhetL l.chdct tnay culled the imufahce prnccah. Lcnclcr mayu.-.c the pruc.!ool'i lo repair or restore the Property or lo pay sums so;ured by this Sc.<:urity lnslrumcnt, whclhcr or not then due. The JO-day period will begin when the notice is given. Unless Lender and Borrower C!thcrwi~ agree in writing, any application of proceeds lo priocir,a] shall not Cllilmd or postpone 1hc due dale of the mon1hly payment:s rd'cmd lO in paragraph, I and 2 ot change the amount of the payments. If unde; paragraph 21 the Pruperty ii. acquired hy Lender, Borrower's right to any insumnc.c polici~ and proceeds resulting from damage lo the Property prior lo lhc acquisition shall pass lo Lendc. r lo the c:denl of the: 5Ums sccul'tld by this Security lnstmmcnl immed1alclt prior to the acquisition 6. Occupancy, Pl'uet"'atkm, Malnltna.net: and Protection oflbe Propert11 Borrower's Loan AfpHcalloa; Ltuebolds, Borrower shaJI occupy, establish, arxl use the: Property as Borrower's pnncipal 1':Sidenct wilhin si1.ty days after the execution of this Security lhsUutner,t and shall o:,nlinuc lo occupy rhc Pmpcrr.y as Ronowcr's principal rcsidcru;c for at least one year after the date of ~upancy, unlCS!i Lmder ~thc~ise agrt::t:5 in ~tinf, which consent shall nol he unrcasot1ahly w1thhc:ld, or un1C§5 edmllllUng c1rcums1Bnces exist which arc beyond Borrower's control. Borrower shall no1 destroy, damage or impair the Property, allow the Propcny lo deteriorate, or commit Wll.'ilc on 1he Property. Borrower shall he in default if any forfeiture action at p,oca,ding, whether civil or criminal, is bcgwi lhat in Lender's good faith judgment couJd result in forfeiture of the Property or fllhcrwisc materially impair lhc lien cteatcd hy th1s Security INlrutnent ut l...cndcr's Keurity interest. Burrower may cure such a dcfauh and reinstate, as provided in paragraph 18, hy causing the action nr proceeding co he dismissed with a ruling that, in Lender's good faith dctcnnihal.ton, precludes forfeiture of the Botrowct's inl.crc:st in the Property or other material impainncnt of the lien crealcd hy this Security fMtrumcntor Lender's s«:urity interest. Borrower shall a)50 be in default if Borrower, during the loan applicatic,n process, gave rnw.t:rially f a..lse or inaa:uratc infonnation or slak"ncnts to Lcndc:r (or failed to provide Lender with any matenal infonnation) in com~tion with the l0&n eV1dcnced hy the Note, includinJ, but not limited to, reprc."tChtations cahCCthing Borrower's occupancy of the Property 85 a f)tincipal residence. If lhL<i Security lnsttumcnl is on a l~old, Borrower shall comply with all the ptnvi-sinii..'l.ofthe lease. If Borrower acquif'C5 fee lillelo the Propeny, lhe lcucholdand the fee titlelihall nOl mer.gc unless Lender agrees lo the merger in writing. 1. Prohdloa.ofLender'sJU&htsln lhe Property. If Bonowcl fails topcrfottn thecovcnant'ianJ .igr.x:mcnts contai~ in this Sc.curily Instrumcttl, or there is a legal prococding that may significantly affect Lcnder·s rights ih the Property (sm:h as a proceeding in bankruptcy, J,tobatc, for condemnation nr fotfciturc or 10 enforce laws or regulations), then Lender may do and pay for whatever is nccc."15111?} to protccl the value or lhc Property 1111d Lcndc ·s tights in the Property. Lender's 11Ctiot1."i mn)' i.nclude paying a11y sums secured hy a lien which has priotityovct thb Security IMtrument, appearing in court, r,.tying l'Cti008hleattomcys' fees 1111d en1eting on the Property to make repairs. Although Lender may take aclionundctthi:s~.agraph 7, Lcndcrdocsnothavetodoso. Any amounts disbunr.d by Lender WKlet this paragraph 7 shall becotn~ additional dcbl uf Eklttowct sei:urcd by this Security ln.strummt Unlc:ss Borrower BOO Lendct agree: lo olhcr tcnru; of paymcnl, these amounts.:sha.l bc.r inlci'est from the date of disbuncm.enl al the Nou: fBtc llhd !iN!..11 he payable, with interest, upon noticeftom Lmdct lo BottuWetMJuestihl paymerit. 8. Mo~ Juurance. If Lender required mortgage: inswahCC as II c=ondilion of makin;1 the luan sc..:urcd by this Sccw"ily Instrument, Borrower shall pay the prcsniums required lo ma.mt.air the tnnt!gugc insurance in effect. If, for any reason, the mortgage. imurancc coverage required hy L.:ndcr lapses or ceucs to be in effecl, Bottuwer shall pay the pmniWDli required to obtain coverage .,;ubslwllially equivalent to the mortgage insurance previously in cfiCCl, at II cQ51. substantially equivalent lll the C\:ISt tu Bonower o{ the mortgBfe insurance previously in cllect, from an alternate tnnttguge: it1:;u11:, approvOO by Lender. If substanllally equivalent mortgage insurance coverage i:s not .available, Borrower shall pay to Letidet each munth a sum equal ID onc.-twelfth of lhc yearly mortgage insurance premium being paid by Bu_rrowcr when lhe. insulllllCC ~vctage lapKd or ~ lo be in cffcct. l..cndcr will~. u.seand retain these payments asal055rescrve in lieuof mnrtaa,e imurancc. UWi ~e s,aytnctib rnay no long~r he required, al the option of Lendct, if mortgqc i.uuran:;: C(),..cta@.C (in the amount .and fot the pcriud lhal l..dKk.t n:qujra) provided by an ~ approv,d by "''""'~ -.fHIWAJ {970 ll P-,e4ofl Form l0,1111 t/90 ' ·. • • I • • • Lender again hccomcs available and is· obtained. Borrower .mall l,J!IY .the premiWll5 required to maintain morta•e imurancc in effocl, or to provide a loss reserve, until the requirement for mortgage 1n.,qJfllllce cod.i in acoordance with any written agR=efncnt between Borrower and Lender or applicahle law. 9. ln1pectlon. Lc:nder or its agent may make reasonable entriffl upnn and inspections of the Pror,erty. umdcr wll Jive Borrowet notice al the time of or prior to an ins~on :specifying rea.Ymable C1U.<1C fnr the iruirx:ction. 10. Cond'emnatfon. lbe proccah of any award or claim for dam111es, direct or consequential, in connection with lltly cotxletnnation o_r other taking of any part of the ~y. or for o.,nveyancc in lieu of condemnation 1 are hclmy a5,51gned and shall be pmd lo Lender. In the even! of a total takin11 of the Property, the moccedsshall be applied lo lhesulJL'ir.ccun:d hy 1his Security Instrument, \lh~r or not then due, wi!h any excess paid lo Borrower. In the event nf e partia1 taking of the Property in which the fair market value of the Property immediately before the Laking i5 ~ ln ot greaLcr than the amount of the sums :;tturcd by this Security lnstrumcnl immcdialely before the taking, unless Borrcr~er and Lender otherwise agree in writing, lhc sums sccutt'd by lhis Security Tn"-n1ment shall he reduced by the amount nf the pmcee.d..; rnullir,lltd by lhc following ft&Ction: (a) the tocal amount nf the sums secured immediately before the taking, divided hy (h) the fair market value of the Pmpe_rty Jtnmediately before the takjng. Any balanu shall he raid tn Borrower. In the evttit of a partial taking of the Pn1r,erty in which the fair market va1uc: of the PtofX::HY immediately hcfore the Laking is ]CS-$ than the amounl of lhc sums secured immed.ia1ely hcforc 1hc taking, unless Bonower and Lender otherwise agree in wriling nr unless 1ipplkahle law Olhcrwisc r,rovidc6, the proceeds shall be applied to the sums secured by th1:s Sc:wriLy Instrument whether or nol the /'oo-ums 8IC then due. Ir the Property is abandoned hy Borrower. or if, after notice by Lender to Bonuwer that the condcmoor offers to make an award or ~ttlc a claim for damages, Borrower fails lo fCSfl(Jhd lo Lender wi1hin 30 days alter lhc date lhe notice is givcfl I Lender i.s aulhorimd 10 collect and appry the proceeds, at its us,linn, cit.her to restoration or rc:pair of the Property or lo the SUffl5 sccwcd ·by lhis Security Instrument, whdhetornotlhcn due. Unless Lender am:! Botmwct otherwise agree in writing, any ar,t,liealion of fM'{lCCCd5 to principal shall not c,;tcnd or po.vpone the due date 01 the monthly payments referred to in pa,agrapltc; 1 llllll 2 or diangc the amounl of such !t;!::1Ls;. 11, Borrower Noth ; Forbttrance By Lender Not a Waiver. Eii:lc:nsion of the tirne fot payment or modification of amorti1.ation of the s1..11ns secured by this Security Instrument granlcd by Lender lo any ~t in interest of Borrower shall not opc;rate to release the liabilily of the (1riginal Borrower or Bonowcr'.s s.ucces.sors in interest. Lendo shall not he requifm to commence procccdings against. imy .successor in interest or refuse lo extr:hd titne for payment 01' otherwise modify amorti7..alion of the sutns ~ hy lhis Sc,;urity Lmtrument by reason of any demand made hy the original Borrower ot Borrower's ~-ucct:S.SOts in interest. Any rorbc.a,ai,c:c by Lc:nder in exercising any righl ('lr remedy M'IBII nt)l nt,a waiver of or prccludcthcexerc.1seof any righl or rema::ly. 12. Succeuorw .and Au~ Bound; Joint and Several Llabllltyi C~ The covenants ant.I agrccmcnl5 of this Securily lm;tru1ncnt shall hind and benefit ihc succc .. •;sor.; ant.I assigns of Lender and Burrower, subj«I to lhc provision.,; uf paragraph 17. Bonower'.s covcflatlb and q:rccmcnts shall be jciint and several. Any Borrower who co-s1gfl5-this Socurily In.~rument but doeii nnl eii:ecutt" the. Note: (ii) is co-signing this Security Instrutnetil only lo mortg •• grant and convey thal Borrower':-inlcrcs.t i11 the Property 1.m<lc1 the:: terms of this Socunly Instrument; (h) is not personally obligated f(l r,ey ihc: ~ums secured by thi:s Security Instrument; and (c) agr=s lhat l.entk.-t and any other Borrower may 11gtcc 10 er.tend. modify, forbear or make any accotnmodaliohS \¥ilh regard to the l.eml5 of this Security ln;;trumcnlorthc Note wit.houtthat Borrower':sconsent. ;3. Loah Charp;s, lflhe loan secured by this Security Instrument is subject lO a law which sets maximum loan charses, and thal law is fin.ally interpreted so that the inl.eh:st or otM Joen charges c::0Jlcc1cd or to be colloctcd in connection with the loan ex«oi the permitted limits, lhe:n: {a) anr such loan charge shall be reduced by the amount necessary lo mhx:c the charge lo the permjttcd limit; end (h) any sums already collected frutn Borrower which c~cc:cded pettn.iltcd limits will be refunded to Bonow er. Lender may choose to make this refund by teduciftS lhe principal owed under the Note or by making a direct pay111cnt lo Borrower. If a refund tool.JCai. pnncipal, lhc tcduclioh will be trr.akd a'i a partial prepayment without any prepayrnenL charge unda lhe Note. -·6Hl'NA.) (11101) PigdcH ''"''"~ Fom, 3048 9/90 • :$ -\ .. 2!: - - • • 14. Notkes. Any notice tu Borrower provided fo, in this Security In&rumenl shall be givw by dclivoering it or by mailing it by fi~l clu..,, mail un\CS!! applicable law reguircs u.-.c of nnoahcr mctJuxl. 'Inc hoticc shall he dircctcd to the Ptopcrty Address ot any other address. Borrower dcsignalcs hy nolicc to Lender. Any notice to Lender .'\he.II he giver. by (i~ clas.-. mail lo l...cttdct':s adc.Jrc:,;.,; statc<l hcrcih or llh)' alhcr addtcs.s Lchdct dcs.igr1atcs by notice to Borrower. Any notice provided for in this Sci.;urily lnslrumml shall be deemed tn have 0000 given to Borrower or Letlder when giYcn as provided in this paragtuflh. 1S. GO'\'tmlnc L11wj S\.-"\ltnlbUlly. This Security ln.1trumcntshall he governed by federal law and the law {lf lhc jurisdiction in which 1hc Property i~ localed. In the event lhat any rirovision or 1.:!ausc or thi:. Security Instrument or the No(e connict.s with applicable law, 5Uch conmct sha.11 not affect other pmvision.'> or this Security lratrumcnl or the Note which catl he gi.,.m efTcd wilhnut the connicting rmwisinn. To this i..-nd the r,rovis1on<; of 1his Security Instrument and 1hc Nole 11re dcc:lareJ lo tk: sc,..crablc. 16. Borruwu··.t Copy. Borrnwcr shall he gi ... cn one confonncd copy of the Nole and of 1his Sccuriry 111 .. ,ttutnctJI. 17. Tranlfer of the Properly or II Benenclal lntercsl lo Borr-,wer. If WI or any part of the Property or any interest in it is sold or tran.~cttcd (or if a beneficial interest in Bonowcr is sold or transferred and Borrower is nol a muuni.l per.;;on) without Lender's prior written COOSl.'111, LcncL:r may, at its oplion, require immediate ptiymctit 111 full of all !>Wll!I suurcd br this Sccurily lnstrumcnt. However, this option shall not be e:,;crci!ied by Lender if e~misc is prohibited hy f«lcral law as of lhc chitt' of this Security Instrument If Lender c,:crci~ this opti(m, Lender shall give Borrower nOlice of acceleration. 1ne notice shall provide a period of not less 1han 30 days from the dale the nohce is delivued or mailed within which Borrower must pay a11 sum<; :.ecutci.J hy this SccuriLy Instrument. If Borrower fails to pay these sums r.rior to the expiration of this pcncd, Lender tnay invoke any remedies pcnniucd by this Security nstrumcnt without further notice or -iemand on Borrower. J8. 8ormwer11 RJpt to Rtln11tak, If Borrower meets certain conditiotlS, BorroNer shall have rhc right ta have enforcement or this Security rn~trumenl discontinued al any time prior to the earlier of: (a) 5 days (or such other pcriutl a.,; applicable law may specify for reinstatement) before sale or the Pror,crty pursuant to any power <if sale contaillOO in lhis Socurily lmtrumcnt; or (b) entry of 11 Judgment enforcing lh.is Security lnstrutnct1t. Those condi1..1onsarc that Borrower: (~) pays Lender all sums which then would he due under lhb Security Instrument and the Note a.s ifno acceleration had occunc<l; (h} cures any dcfaull of any othercove1latil5 ot ~teemenL<t; (c) pays all expmscs incurred ill enforcing this Security IMtrutncnl, including, hut not Jirruted to, reasohahle aUorMys· fees; and (d> taJccs such aclion a.<1 I.ender may rca.sonably requ1 re to a.,sure that the lien of this Security lnstn1ment, Lender's rights in t~ Property and Borrower's obligation to pay the sums secured hy this Security lnslrumcnl shall continue unchanged. Upon rcmstatcmcnt by Borrower, this Security lnstrumenl and rhct1hligationssccured hereby shall remain fully cfTediveas 1f no acceleration hadoccum:d. However, I his right to reinstate shall not apply in the case of acceleration under ~raph 17. 19. Sale of Note; Chanpof Lo.11n MM'icer. 1hc Note or a partial interest in the. Note (together with this Security lnslrumcnt) may be sold one or more times without prior notice lo Bonowcr. A sale may result 1t1 a chatiac: in Lhc entity (known <'5 lhe "Loan Setvlcct") that collects monlhly payments .:luc under lhc Note and thi:<. Security l.nstnuncnt. There al~ 1nay be one or more changes of the I.oat, Servicer unrclal.t:d lo a sale of the Note. If there is a clwn1e of the Loan Servicer, Bonowcr will be 1ivcn written rmt.iceof the chansc: in BCUJrdance with paragraph I" a.bovL and applicable law. The not1ct-will stale the name and addr~ of t~ new Lo8h Sctvia:t and the address to which paymefll5 should be made. The r.otice will rJso contain 11ty otl:d' information required by applicable law. 20, Hazardout Subaanres. &:mower shall hol gru:5e ot ~t the ~. ust; dis~. storage.or release of any Hazatdous Substance5on ot in the ~tty. Borrower shall not do, nor allow anyone else to do, anything affc.4:ling the Property dut is in violation of any Environmental Law. The rrcceding two :sc,i,tenu..s shall not epply lo the pn:&::nee, use, or storaae on the Ptoperty of small quantities of Hat.ardous Suhstartccs that are sencrally recognized to lie appn,prialc to nomuJ re.,;.1dcntial U5C5aJ1.d to lliairili.!ftdnCC of the Proecrty. Bmtuwet shall (ltotnptly give Lender wntten notice of at1y ihVi:5tigalioh, daim, &mand, lawsuit or other action hy any govetntnerital or reiulatory agcney or private party involving the Property and any Ha,..ardous Subl.1an,.;e or Env1tamncntat Law of which Borrower t.as ac:tual khowled1c. If 8ormwct lcattL.11, at is notified by any gnvemmcnt.al or tqulllloty authority, that any removal or o1her lnit:i1ti1:&/1d 41:L..eiiCW") (970!) P;ige6of8 Fenn304III 111/110 ' ,· ... 2! • • 1 \. • • • remedial inn of any Ha1.ardous Substance affecting the Pn:,perty is necawuy, Borrower shall promplly lake all ncccs..'W)' tctnediaJ actinns in accordance with Environmental Law. As tl-.ed in this J>41'8Sr&ph 20, ~ HllZAl'dous Subst.lnccs" att: those substances defined as toxic or hazardous sub:oilahcc5 hy EnvironmClllaJ Law and lhc (allowing suh.oitance;: gasolitic, kcroscnc, other nammablc or to:iic petroleum products, toxic pesticide.\ and herbicides, vola1Hc .'iOlvcnlS, materials containing asbestos or formaldehyde, and radioactive mlltcrials. As used in this paragraph 20, "Erwironmcntal Law" mcam federal Jaws llhd laws of the jurisdiction ~lhc Pmpcrty is located that rel ale lo health, safety or envi ronmcntal protc:cli on. NON-UNIFORM COVEN ANTS. Butrnwet and Lender further covenanl and agree 11.."i follows: ll. AccefflUon; llfomedln. Lender shall pve notJtt lo Borrower prior lo acaJerstlon (oltowing Borrower's breach of any covenllnt or qrwment In this Security ln1tromen.l (but not prior to oooelen.tion under panip-aph 17 unless applicable law provide& otbl.!rw-lse). The notice shall specify: (a) the derault; (b) the action ftqUirt.d to curt the default; (c) a dale, not less than 30 d11y• from the date the notice is peo to Borrowe.r1 by which the default must be cuml; and (d) th•t failure to aire the default on or before the aDte •pedfkd In the notke may result in aceelerallon of &be mms suured by thll Stturity loltrumeal and ule of the Property al public auction at a date not lea lhan 120 day, in lbe future. The aottce shall runher inform Borrower of tht rt1ht to ftinatate after acceluatlou, the riclll to brtna a court. action to a55ert the non..n:lllence of a defaull or any other defense of Borrower lo 11.coelcratlon aod sale, and any other mitten required to M: lnc.luded In lhe noUce by applicable law. If the default ls not cured on or before the dak ,pedflttl In the notice, Lender, at tu option, may require Immediate payment In ruU of 1111 sum, secured by thl1 Securtt,-lnllrument without further demand and may Invoke the power of uJe ud any other remedies permitted by applicable law. Lender 1ball be entitled to collect all er;peues Incurred tn pursuing the ~medles provided In tbit parqraph 21, indudlng. but not Umll«I to, reasonable attorneys' fee. •nd co11t11oftltle~ldence. U Lender ln"olw the.r.ower of .r;ale, Lender shall ·;tlve wrtlten nolb to Tru1ttt or the occurrence of 110 event or efs.ult and of Lender's election lo cause the Property lo be sold. TnHttt and Lender shall lake suc:h action reprdtn1 noUce of sale altd shall idve such notices lo Borrower and to other persons s.s applkable law may requl~. After the t1me required by 11pplkabk law and after publlcatlon uf t~e notitt or sale, Truskt, without demand on Borrower, sbaU sell the Property at public audioa: to the highest bidder at the time and place and under the krm1 daii&nated In the nolk:c gf aale In one or more parceJ11 and In any order Trustee determines. Trustee may poslpone sale of the Propedy ror a period or period, permlUed by applicable law hy public announcement at lbe Ume and place flsed In the notlu of nle. Lender or ltadailpec may purchase the Property at any sale. Trustee shall deliva-'°r!'!:Jurchuer Tn11tee's deed coD"veylns the Propertf with.out an7 covenant or warranty, es_p or implied. The recitals In the Trustee's deed shall be prtma fade evidence or the trulb or the 1tat.emenU made therein, Trustee sbaU apply the proceed• or the sale In the followlnr: order: (a} lo all expenleB or tbe sale, lnc:ludlne. but not limited lo, reuonahle Tru Jtee's and aUot11ieys' Cea; (b) to all sums NCUnd by thls Security lnltrument; and (t:) 111ny o:t:eU to the person or peNODJ leplJy entitled to It or to tile clerk or the superior court oft he county In which the sale took plact". 22. llecouveyance. Upon payment of all sums s«ured hy L.his. Security Instrument, Lender shall request TJ'IJ5tce to rccotwcy the Property and shall surrender thi:s Security ln.ffimcnl and all hotC."i evidencing debe secured by this Security fnstrumert to Trus(ce. Trmtee shall reconvcy the Property without warranty to lhc pcr..ot1 or FJCl'ScNl.'i legally cntidcdto it. Such~ or persons shall pay any ~<:C1,rdatiC?n ~K Le~cr may charge sud, rx=rsnn or persons~ fee for re.conveying the P'"C?perty, bul only 11 the rec is.paid lo a third party (such dS the Tru,;tc:e) forsemca. rendered andiliecbatgmg of lhc fee is pctmilted Wlder applicable law. lJ. Substitute Trustee. In accordance wilh applicable law, l...endct ,nay from time tn time apr,oint a suc(;cssot ltu."Clec to w,y Tru~•cc appointed hereunder who has cea.scd (('[ acl. Wilhciut loonvcyance of the Property, the succes..•;ur ttu.~lce shil.ll SUC<:Ced lo all the tide, power and dutie.-o; c1>nfcrrcd upon l rusteclicrcin and by applicable law. 24. Use of Property. Th<: Property 1s not 11.-o;cd princifWly for asricullllral or fanning J)Utpnsc.-.. Pa,t7of! lnitim.ll:...4 F"'"" 3048 9/!H> Qi t:!i - -. 2! • • • \. • • • 2S. R.kltn to thl! Security Instrum~nt. If one or more riders are. executed by BotTOWCt and recorded together with this Security Instrument, lhe oovenan'5 and agreetnCOL'-nr C&i!h such rid~, shall he it1COrpota1.cd into BIid shall 11mend and suppletncht the co\o't:nah~ and agreements of this Security l11.,;trumcn1 as if the ridct(s) were a part of this Security lnstrulnfflt. [Check applicable box(es)] B Adjustable Rate Rider B Condominium Rider § 1-4 Family Rider Graduated Paymenl Rider, Planned lJnil Development Ride Biwcclcly Payment Ri,lcr D Ballnon Rider B Rate Improvement Rider Second Home Rider D VA Rider Other(s) (specify] BY SIGNING BELOW, Borrower a<:ccp{5 and agn:es to tht:' tenns and covenanL-; contained in this Security Ir..stmmmtand in any rider(s) executed by Borrower and recorded with ii. Witnes..<1CS: -------~(Seal) (Seal) Uorrnwr:r -Botrnwcr -----~ (Seal) (Seal) -Brmowcr ·Bottnw<:r (Seal) (Seal) -Borrower -Bortn~r STATEOFWA.SHINGTON County of l(Jlj6 J "' Onthisdaypetsonally11~ hcforc me tome known ta Ix: the 1ndiv1dual i.tl dcscnbed m end who cxcc:ukd lhe w11hm and foregoing msttument,andacknowlcdgedlhal~V !i18~U,samcas fn:e and voluntary act and deed, for the uses and p~ lhc~in mcnt1on1 GIVEN undcrmy-~~11~;.~~~~~ da(/} , 1999 /,~~"· 't ' 1:-f f ( .J.1.~' -ow, Publk m..., ,;;. ""'of ~ ~ \ ..,,.~~ ; -~, \",, r.., .. fl •. /.: ! My Appointmcn1~1pircson 5 ~ · 91 I 1111 C ,, ,,.) -'• :It 1101""'' ijl~ _-'•,, "'•~f}/11' ___ _ ·-,\,,,,,.., ... Pagr8af.8 fGrml048 l/10 :_·_:, .. ~ 'I. ~ _, 25 • • • • • • EXIUBITA LOT 4 OF CITY OF RBNTON SHORT PLAT NO. SHPL-060-87, AS RECORDED UNDER RECORDING NO. 8805099006; MID THAT PORTION OF LOT 2 OF SAID SHORT PLAT; LYING SOUTIIBRLY O THE FOLLOWING DESCRIBED LINE, BEGINNING AT THE NORTHEAST CORNE!'. OF SAID LOT 4; THENCE NORTH 89°29'00' EAST ON THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 4 A DISTANCE OF 226. 50 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 2; SAID POINT BEING SOUTH 00'35'32" EAST A DISTANCE OF 326.88 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID LOT 2, Allll THE TERMINUS OP THE HEREIN DESCRIBED LINE. (BEING KNOWN AS LOT B OP CITY OF RENTON LOT LINE ADJt:STMEIIT NO. LUA 95-093 LLA UNDER RECORDING IIO. 9511299005.) ~"'$· ',.: ,. 'I : . • -~~ '·" ; 25) - - l ' ! t' I 11111111111 1-1411 -........ :r~im II' II 84:IVVIIM "'Cllfff'(J ACIT I ... WHP• RE.f'ORDED MAIL TO: 8;11, icw Portfolio Ser,. ices. LL( l(,"\\ S Harbor Bird. Suite 21111 PO BOX ~.'i07•J Sama Ana. C' A <.f271l4-f,'J~ l !'rcr,u«I I\\ 1,<1,., f\,,,;,,. WASHINGTON COt:NTI'OF LOAIS NO 1· LOAN NO 2 INVESTOR POO!,?'-JO Assignment of Deed of Trust KING 702041213 202855417 491M8 FOR V -\LUE RECEIVED. the 11ndcr~ig11cd .1~ Bc!1cfK1.1r, ("ASSIGNOR"). h.::rch~ gr;mt~. rnn,c.1s. ,1ss1gns :ind transfers to FLEET MORTGAGE CORP. 1333 MAIN STREET, SUITE 700, COLUMBiA, SC 29211 l"A!>si1,11c,:"l all bcncfr;:i.1l 1111cn.:sl under !h,11 ccrt1111 Deed ufTni~td;11t'd RICHARDGOROLEV AN') LAURA M GORDLEY GEORGE C. REINMILLER TRUSTEE, INC recorded ;i~ i11strmncn1 111111ibcr 9S03192-831 "'' 31191gg 3117199 in BooJ.. . of Offlcul Record, 1n 1hc 11fl1Cc or the Co1111l\ Rci.;urdcr of KING ',V.ish111i;1on. ,is de.scribed 111 s.11d Dccrl ofTrnsl fo~clllcrv, 11h 1J1c !'Kllc or noh.:.\ thcrc111 dC\dlb1.\I ur !(:I erred lo. lhc 111onc~ dm:: .md lo lx."1'.:0llH: due 1hcrcm11\llh 1111crcsl. and ;111 r1[!hls <1ccn1d ,,r 'o ·1..:cmc under ~nd Dccdol Tmsl V, LMI c...:ccnlcd 0.1 Trns1or. Co Trn~ctt. mid D,itcd 8f2199 l"o'HITF. MOLNTAIN Sl:RVICES CORPORATION F!ll:/ASO~~CE ONE MGRTGAS[ SERVICES GORPOR.ATION 2?~55 FARMINGTON ROAD. FARMINGT ' ss (TH'NHOF o,, 812199 bdll!C 111C CLARA MELKONIAN pcr~ot1;1lh aprcan:d B. LADZINSKI ASSISTANT VICE PRESIDENT, pn,rn1.1II) !..110\,111n inc \or prn1cd 10 me 01111ic b11,1, cf ,i11sfaclor; c11dc11ccl 10 be ti«.: IJC:1"$011\5) uhosc 11,llllC(~l 1,·.1rc ~·.ib~cribcd 1Cl the 1111hl!l 111s1m,n~rif :111::I :!1.·~11i;mkd.i;.cd In me t1,,11 hc,shc,thc1 c,ccutcd lhc s.1 mc 111 h1, ·1icritl1c1 r authr,ri,.cd c;ip.1c11111c., l :111tl 11i.1: \ll •n,,.· hct ihcer ~1g11,11t1rc1s) (lll the 11\SlllHTK'lll lhc µcr~oni< I or lh~· Cl\1111 IIIX)ll txh.111 c,j \\ h1.l1 IIH; i)t'.>Oll(~) ,\(led C:\CClltCd ihc mslrn111~11l WITNE';S 111, h;111d ,md off1c1i1I ~c,il ~·°' ttk, \ \/. \',\: C/'- 1\0TARY PLBU(' CLARA MELKONIAN \I,,·"""''"'"" .-~1•11,~ J/29/0l IIIIRIIIIIIIIIIIIRII DEC u, ')(],"i~ $~\,·· ;,,J 20040903002252.001 Dtc a Return Address KP.IIG COUNTY CREDIT UNION 801 2ND AVENUE, SUITE 100 SEATTLE, WASHINGTON 98104 llllllJIIIJIII ~~ij:~ Jl~a DT za ee Order No 8839584 Gran tor( s)/borrower(s) l Richard Gordley 2 Lauralee Gordley 3 4 Grantec/ai;;~1gnee/beneficiary Bi/93/2804 15·t3 KlNG COUNTY, U~ [Space Above thts Lme for Recordmg Data J DEED 01<' TRUST KING COUNTY CREDIT UNION, 13enefic,ary CHICAGO TITLE INSURANCE COMPANY, Trustee C..T-~ Legal Descnptton LOT 4 A.'ID A PORTION OF LOT 2, SHORT PLAT NUMBER SHPL-060-87, RECORDI'.'IG NU:VCBER 8805099006. Add1t1onal legal de~cnpt10n 1~ on 8 Assessor's Tax Parcel TD# 334390-3563-04 Tll!S DEED OF TRUST 1s made this 30th day ol August, 2004, among the Grantor, Richard Gordley and Lauralee Gordley husband and wife (hcrem "Borrower"), CHICAGO TITLE INSURANCE COMPANY (herem "Trustee"), and the Bcncficrnry KING COUNTY CREDIT UNION, a corporation orgamzed and ex1stmg under the laws of the State of WASHINGTON, whose address 1s 801 2ND AVENUE, SUITE 100, SEATTLE, WASHINGTON 98104 (herem "Lender") BORROWER, in cons1derat1on of the mdcbtedness herem recited and the trust herem created, irrevocably grants and conveys to Trustee, 111 tru~t. \V1th power of sale, the followmg descnbed property located m the County of Kmg, State ofWASHINGTO'.'I FULL LEGAL DESCRIPTI0:'11 IS LOCATED ON PAGE 8 OF THIS DOCUMENT W.\SHINGTON -SECO~D MORTGAGE-118Q-FMLHIILMC UNIFORM l~~TRUMENT wa2ndtd Form 3848 (page I of 8) which has the address of WASHINGTON [Srate] 2010 Jones Ave. NE [Street) 98056 (herem "'Property Address"), [Zip Codej 20040903002252.002 Renton [City] TOGETHER wtth all the improvements now or hereafter erected on the property, and all ea~emencs. nght::,, appurtenances and rent:,, (~ubJect however to the nghts and authontLes given herem to Lender to collect and apply such rent,), all of which shall be deemed to be and remam a part of the property covered by this Deed of Trust, and all of the foregoing, together with ,aid property (or the leasehold estate 1fth1~ Deed of Trust ts on a lea"ehold) are heremafter referred to as the ''Property'', TO SECURE to Lender the repayment of the tndebtedness evidenced by Borrower\, note dated August 30~ 2004 and extenstons and renewals thereof (her<:'tn "Note"), m the prmcipal .-.um of U S $ 30,000 00, with mterest thereon, prov1dmg for monthly mstallments of prmcipal and mterest, with the balance of the mdebtedness, 1f not sooner paid, due and payable on August 30, 2014, the payment of all other sums, with interest thereon, advanced m accordance herewith to protect the ,;ecunty of this Deed of Trust, and the pertonnance of the covenant<., and agreement:,, of Burrower herem contained Borrower covenant<., that Borro·wtT ts lawfully ,;e1..:;ed of the e.':'.itate hereby conveyed and has the nght to grant and convey the Property, and that the Property is unencumbered, except for encumbrance"' of record Borrower covenants that Borrower warrants and vllll defend generally the title to the Property agam"'t all claims and demands, ~ubJect to encumbrances of record UNIFORlvI COVENANTS Bonov.'C"r and Lender covenant and agree as follows 1. Payment of Pnnc1pal and Interest Borrower shall promptly pay when due the prmc1pal and mtere~t indebtedness evidenced by the ;\lote and late charges as provided in the Note 2. Funds for Taxes and Insurance. SuhJect to apphcable law or a \Vfltten waiver by Lender, Borrower shall pay to Lender on the day monthly payments of pnnctpal and interest are payable under the Note, until the Note is paid m full, a sum ( herein '·Fund.;,") equal to one-twelfth of the yearly taxes and asse~~ments (mcludmg condommtum and planned un,t development assessment,,, 1f any) whtch may attam pnonty over this Deed of Trust, and ground rents on the Property, if any, plus one·twelfth of yearly premmm installment~ for hazard msurance, plus one-twelfth of yearly prenuum m,;,;tailments for mortgage m,;urance, 1f any, all as rea-;onably e!,tlmated mltlally and from tm1c: to trn1e by Lender on the bas1~ of a~sessments and btlb and rea~onable esumace,; thereof Borrower !!hall not he obligated to make such payment!, of Funds to Lender to the extent that Borrower makes such paymenb to the bolder of a pnor mortgage or deed of tru,;t tf such holder I!, an mstttutmnal lender If Borrower pay, Funds to Lender. the Funds shall be held m an m,;tituuon the deposits or account" of which are insured or guaranteed by a Federal or -;tare agency {mcludmg Lender tf Lender 1s such an mshtution) Lender shall apply the funds to pay ~aid taxes, asse~::,.menTh, m~urance premiums and ground rents Lender may not charge for so hold111g and applymg the Fund:-., analyzmg said account or venfymg and cornpilmg "aid a~~e.,::.ment., and btlls, unless Lender pay~ Borrower mtere~t on the Funds and applicable law perrmb Lender to make such a charge Borrower and Lender may agree m wntmg at the tnne of execubon of tlus Deed of Trust that mterest on the FWlds shall be paid to Borrower, and unless such agreement 1s made or applicable law requires such mterest to be paid, Lender shall not be required to pay Borrower any mterest or eammgs on the Funds Lender shall give to Borrower, without charge. an annual accountmg of the Funds showmg credits and debit,, to the Funds and the purpose for which each debit to the Funds was made The Funds are pledged as add1t10nal secunty for the ~urns secured by this Deed of Trust Jf the amount of the Funds held by Lender, together with the future monthly mstaUmenb of Funds payable pnor to the due dates of taxes, assessments. msurance premiums and ground rents, shall exceed the amount required to pay satd tax.e.,, a ........ essments, msurnnce premium.,.., and ground rent<., as they fatl due, such excess ~hall be, at Borrower'.;; optwn, either promptly repaid to Borrower or credited to Borrower on monthly mstallment, of Fund'i If the amount of the Fund.s held by Lender -ihall not be sufficient to pay taxe~, asse..,,;ment!'.. m~urance premrnrn.., and ground renb a-. they fall due, Bon:ower shall pay to Lender any amount necessary to make up the deficiency m one or more payments as I.ender may require Form 3848 (pdgt: 2 ol 8 pages) 20040903002252.003 Upon payment m full of all sun» secured hy this Deed of Trust, Lender shall promptly refund to Borrower any Funds held by Lender If under paragraph 17 hereof the Property ,s sold or the Property 1s othenvt!-.e acquired by Lender, Lender shall npply, no later than 1mmcd1atc1y pnor to the sale of the Property or Its acqu1stt10n by Lender, any Funds held by LL':n<ler at the time of appltcatton rui. a credit agam'\t the sum-; secured by this Deed of Trust 3. Application of Payments Unlc~s apphcable law provtdes otherwise, all paymenU. received by Lender under the Note and. paragraphs I ,m<l 2 hereof shall be applied by Lender fin.t m payment of amounts payable to Lender by Borrower under paragraph 2 hereof. then to mtere~t payable on the Note, and then to the pnncrpal of the Note 4 Prior Mortgages and Deed~ of Trust; Charges, Liens. Borrower -,hall petforn1 all of Borrower's obhgatmns under any mortgage. deed of trust or other secunty agreement W1th a hen which has pnonty over rh1s Deed of Trust, mcludu1g Bom1\ver's covenants to make payments when due Borrower shaI1 pay or cause to be paid all taxe~. asses~ments and other charges, fines and 1mpos1t10ns attnbutable to the Property which may attam a pnonty over this Deed c1f Trust. and leasehold pa)illents or ground rents, 1f any 5. Hazard Insurance Borrower shall keep the improvements now ex1st10g or hereafter erected on the Property msured agam~t los~ by fire, ha?Jrd~ mcluded w1thm tl1e lerm "extended coverage", and such other hazards as Lender may reqmrc and m such amou,:h and for ~uch periods a ... Lender may reqmre The msurance earner prov1dmg the m-.,umnce shall be cho~en by Borrower subJect to approval by Lender, provided~ that such approval :-:.hall not be unreasonably withheld All insurance pohc1e~ and renewals thereof sha1l be ma form acceptable to Lender and shall mcludc a standard mortgage clause m favor of and m a fomt acceptable to Lender Lender shall have the nght to hold the pohc1es and renewab thereof~ subject lo the terms of any mortgage, deed of trust or other :-:ecunty agreement with a hen \l.1uch ha~ pnonty over this Deed of Trust In the event oflossj Borrower shall give prompt notice to the msurancc earner and Lender Lender may make proof of loss 1f not made promptly by Borrower If the Property 1s abandoned by Borrower, or if Borrower fails to respond to Lender w1thm 30 days from the date nottce 1s mailed by Lender to B0rrower that the insurance earner offers to settle a claim for msurance benefits, Lender ts authonzed to collect and apply the msurance proceeds at Lender'~ option either to restoratmn or repaH of the Property or to the sums secured by tlw; Deed of Trust 6 Preservation and Mamtenance of Propert)·; Leaseholds; Condominiums, Planned Unit Developments Borrower ~hall keep the Prnperty m good repatr and shall not commit wa~tc or pcmut 1mpamnent or deterioration of the Property and -,hall comply wnh the prov1s10ns of any lease 1f this Deed of Tru~t LS on a leasehold If tlm. Deed of Trust 1-. on a umt m a condomm1um or a plaIU1ed umt development, Rorrower shall perform a1l of Borrower'..., obligations under the declarat10n or covenants creatmg or governmg the condommmrn or plarmed unit developmrnt, the by-law"> and regulations of the condommmm or planned untt development, and constituent documents 7. Protection of Lender's Security If Borrower fa1b to perform the covenants and agreemenh contained m thl" Deed of l ru-.t, or 1f any aelwn or procecdmg 1s conunenced which matenally affecb Lender's interest m the Property, then Lender, at Lender's opuon, upon not.J.ce to Borrower, may make such appearances.., dtsburse such sums, wcludmg reasonable attorneys' fees, and take such action as 1s necessary to protect Lender's mterest If Lender required mortgage insurance as a condition ofmakmg the loan secured by this Deed of Trust. Borrower shall pay the premiums reqmred to mamtam such m~urance m effect until such t.Ime as the requirement for such insurance terminates m accordance with B0rrower'3 and Lender'.., "V.iTitten agreement or applicable law Any amounts disbursed by Lender pursuant to this paragraph 7, with mtercst thereon, at the Note rate, shall become add1t1onal mdebtednes-; of Borrcl\vtr Si:<.:ured by this Deed of TruM Unless Borrower and Lender agree to other terms of payment, such amounts shall be payable upon nottce from Lender to Borrower requestmg payment thereof Nothmg contamed m thts paragraph 7 s;hall require Lender to mcur any expense or take any ac non hereunder 8. Inspection Lender may makt: or cause to be made reasonable entries upon and mspechom of the Property, provided that Lender ~hall give Borrower notice pnor to any ,;;uch mspection ..,pec1fymg reasonable cause therefor related to Lender\, mteres.t in the Property Form 3848 {pagl' 3 of R r~gi:,,) 20040903002252.004 9. Condemnation The proceeds of any award or claim for damage-.. dtrect or consequenual, m connection with any condemnation or other takrng of the Property, or part thereof, or for conveyance m heu of condemnation, are hereby a,;,;1gned and ::.hall be paid to Lender, ~ubJect to the terms of any mortgage, deed of trust or other security agreement with a hen which has pnonty over th1!, Deed of Trust 10. Borrower Not Released; Forbearance By Lender ~ot a Waiver. Extensmn of the time tor payment or rno<l1ficat1on of amort1zat1on of the sum-; ,;;ecured by this Deed of Trust granted by Lender to any successor m mterest of Borrower shall not operate to release, many manner, the hab1hty of the ongmal Borrower and Borrower''> ,;;uccessors m mtere,;;t lender "ihall not be required to commence praceedmgs agam ... t ~uch .':-iucce-i-.or or refuse to extend time for payment or otherwise modify amortization of the .:;um~ ~ecured by thi~ Deed of Trust by reason of any demand made by the ongmal Borrower and Borrower's ~uccessor,;; m interest Any forbearance by Lender m exerc1smg any nght or remedy hereunder, or otherwise afforded by apphcable law -;hall not be a waiver ot or preclude the exerc1be of any such nght or remedy 11 Successors and Assigns Bound; .Jomt and Several L1ab1htyt Co-signers. The covenants and agreements herem contamed shall bmd, and the nghts hereunder shall mure to, the re:,,pect1ve successon. and assigns of Lender and Borrower, subject to the provisions of paragraph 16 hereof All covenants and agreements of Borrower ..,hall beJomt and ~cveral Any Borrower who co-qgns this Deed of Trust, but doe:-. not execute the Note, (a) L\ co-!-.1gnmg this Deed ot Tru-;t only tl1 grant and convey that Borrower's mtere~t in the Property to Tru'itee under the terms ofth1s Deed ofTru~t, (b) 1s not personally hable on the Note or under this Deed ofTrust 1 and (c) agrees that Lender and any other Bom:nver hereunder may agree to extend, modify, forbear, or make any other accommodations with regard to the tcnns of tlus Deed of Trust or the Note, without thnt Rorrower's consent and without releasing thar Rorrower or modrfymg thts Deed ofTru..,t as to that Borrower's mtcrcst m the Property 12 Notice. Except for any notice required under appltcable law to be grven m another manner, (a) any notice to Borrower provided for m this Dt:cd of Trust sha1l be given by delt-venng 1t or by ma1hng such notice by certified mail addressed to Borrower at the Property Address or at such other address as Borrower may designate by notice to Lender as provided h~rt:rn, and {b) any notice to Lender shall be given by certified mail to Lender's address stated herem or to ~uch other address as Lender may de~1gnate by notlce to Borrower as provided herein Any nohce provided form this Dcc<l of Trust shall he deemed to have been given to Borrower or Lender when given m the manner de-'1gnated herein 13 Governmg Law, Severability. The .state and local laws applicable to th1s Deed of Trust shall be the laws of the JUrtsd1ct1on m which the Property 1s located The foregoing ~entence shall not hm1t the appl1cab1lrty of Federal law to thts Deed of Trust In the event that any prov1s1on or claUhe of this Deed ofTru~t or the Note conflicts with applicable Jaw. such conflict 'ihall not affect other provio;1ons of 1h1s Deed of Trust or the Note which can he given effect without the confl1ctmg prov1s1on, and to this end the prov1s1on, of th1s Deed of Trust and the Note are declared to be ~cvcrahlc A.:; used herein, "costs", "expenses" and "attorney~· fees" include all sum~ to the extent not prohibited by applicable law or ltm1ted herem 14 Borrower's Copy Borrower ,hall he furnished a conformed copy of the 1\~otc and of th1..; Deed of Tru,;;.t at the time of execution or after rccordat10n hereof JS. Rehabilitation Loan Agreement. Borrower shall fulfill all of Borrower's obhgatlons under any home rehab1htabon, improvement, repair or other loan agreement wtuch Borrower enters mto with Lender Lender, at Lender's option, may require Borrower to execute and deliver to Lender, m a form acceptable to Lender, an ass1gnrnent of any rights, claim-; or defenses which Borrower may have agamst parties who supply labor, matenals or services m connection with improvements made to the Property 16. Transfer of the Property or a Beneficial Interest m Borrower. If all or any part of the Property or any mterest m 1t 1i.; sold or transferred (or 1f a beneficial mterest m Borrower 1s sold or transferred and Borrower 1s not a natural per!)on) without Lender'.s pnor wntten con!-ient, Lender may, at its option, require munediate payment m full of all ~urn~ ,ecured by this Deed of Trust However, this opt10n shall not be exercised by Lender 1fcxcrc1sc 1s prohibited by federnl law as of the date oftlus Deed of Trust If Lender exerci'>e'i this option, Lender shall give Dorrower notice of acceleration The notICt:: shall provtde a penod of not le"'i than 30 day,;; fnm1 the date the notice l!, delivered or mailed wLthm which Borrower must pay all ,;;.um'i secured by th1.:; Deed of fm~t lf Borrower fails to pay these ~um'i pnor to the exp1rat10n of Form 3848 (p.Ig.e 4 of 8 page:?i) 20040903002252.005 thts pcnod, Lender may mvoke any remedies permitted by tlu~ Deed of Tru.;;t without further nouce or demand on Borrower NON-UNIFORM COVENANTS Borrower and Lender further covenant and agree as follows 17. Acceleration; Remedies. ExcC"pt as provided m paragraph 16 hereof, upon Borrower's breach of any covenant or agreement of Borrower m this Deed of Trust, including the covenants to pay when due any sums secured by this Deed of Trust, Lender prior to acceleratrnn shall give notice to Borrower as provided in paragraph 12 hereof specifying: (l) the breach; (2) the action required to cure such breach; (3) a date, not less than 10 days from the date the notice 1s malled to Borrowert by l\'h1ch such breach must be cured; and (4) that failure to cure such breach on or before the date specified m the notice may result m acceleration of the sums secured by this Deed of Trust and sale of the Property at pubhc auction at a date not less than 120 days m the future The not1ce shall further mform Borrower of (1) the nght to reinstate after accelerat10n, (11) the right to brmg a court action to assert the nonexistence of a default or any other defense of Borrower tu acceleration and foreclosure, and (m) any other matters required to be mcluded in such notice by apphcable law. If the breach 1s not cured on or before the date specified in the notice, Lender at Lender's opt10n may declare all of the sums secured by this Deed of Trust to be 1mmed1ately due and payahk ,,·1thout further demand and may invoke the power of sale and any other remedies permltted by appbc~bk law. Lender shall be entitled to collect all reasonable costs and expenses incurred in pursuing the remedies provided m this paragraph 17, 1ncludmg, but not lmnted to~ reasonable attorneys' fees. If lender rnvokes the power of sale. Lender shall give wntten notice to Trustee of the occurrence of an event of default and of Lender's electrnn to C"ause the Property to be sold. Trustee and Lender shall take such action regarding notice of sale and shall give such notices to Borrower and to other persons as applicable law may require After the lapse of such time as may be reqmred by apphcable law and after pubhcation of the notice of sale, Trustee, without demand on Borrower, shall sell the Property at pubhc auction to the highest bidder at the time and place and under the terms designated m the notice of sale m one or more parcels and m such order as Trustee may determme. Trustee may postpone sale of the Property for a period or periods not exceeding a total or 30 days by public announcement at the time and place fixed m the notice of sale. Lender or Lender's des1gnee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveymg the Property so sold wtthout any covenant or warranty, expressed or 1mphed. The recitals m the Trustee's deed shall be prima fac1e evidence of the truth of the statements made therein Trustee shall apply the proceeds of the sale m the following order. (a) to all reasonable costs and expenses of the s:ale, mcluding, but not limited to, reuonable Trustee's and attorneys' fees and costs of title evidencej (b) to all sums secured by this Deed of Trust; and (c) the excess, 1f any, to the person or persons legally entitled thereto, or to the Clerk of the Supermr Court of the County in which th~ sale took place 18 Borrower's Right to Reinstate. Notw1th"ltandmg Lender's acceleratmn of the sums secured by this Deed of Trust due to Borrower's breach, B0rrower shall have the right to have any proceedings begun by Lender to enforce th1<..:, Deed of Tru'>t Jp.,contmued at any time pnor to the earlier to occur of (1) the tenth day before ~ale of the Property pur::-.uant to the power of sale contained m this Deed of Trust or (11) entry of a Judgement enforcmg tins Deed of Trust 1f (a) Borrower pays Lender all sums winch would be then due under tins Deed of Trust and the Note had no acceleration occurred, (b) Borrower cures all breaches of any other covenants or agreements of Borrower contamed m this Deed of Trust, (c) Borrower pays all reasonable expenses mcurred by Lender and Tllli,tee m enforcing the covenants and agn:cmcnts of Borrower contamed m tlus Deed of Trust, and m enforcing lender's and Trustee's remedies as provided m paragraph 17 hereof, mcludmg, but not hm1ted to, reasonable attorneys' fees, and (d) Harrower takes such act10n as Lender may reasonably reqmre to assun.: that tht:" hen of tlus Deed of Trust, Lender\ mkrest m the Property and Borrower\ obhgation to pay 1he sum.;; secured by tins Deed of Trust shall continue unnnpaued Upon such payment and cure by Borrower, this Deed of Trust and the obhgations secured hereby shall remain m full force and effecl as 1f no acceleration had occurred 19. Assignment of Rents; Appointment of Receiver; Lender in Possession. A,; additional ~cunty hereunder, Borrower hereby a~s1gnt1 to Lender the rentt1 of the Property, provided that Borrower ~hall, prior to Form 3848 (pnge 5 ol 8 pag!!'.) 20040903002252.006 accelerallon under paragraph 17 hereof or abandonment of the Property, have the right to collect and retain ~uch rents a!-. they become due and payable Upon acce.Ieratlon under paragrnph 17 hereof or abandorunent of the Property, Lender, m pen.on, by agent or by .1ud1cially appointed receiver ~hall be entitled to enter upon, take posse!'.smn of and manage the Property and to collect the rents of the Property mdudmg those past due All rents collected by Lender or the receiver shall be applied first to payment of the costs of management of the Property and col1ectton of rents, mcludmg, but not l1m1ted to, receiver'~ fees. premtums on receiver·<; bonds and reft~onable attorneys' fee!'., and then to the ,urns secured by this Deed of Trust Lender and the receiver shall be liable to account only for those rents actually received 20. Reconveyancc Upon payment of all sums secured by this Deed of Trust, Lender shall request Trustee to reconvey the Property and shall -;urrcndcr this Deed of Trm,t and all notes ev1dencmg mdebtedness ::,,ecured by this Deed of Tru"t to Tru-;.tee Trnstee. sha11 reconvey the Property without warranty and without charge to the person or per~om, legally em1tled thereti.l Such person or per::,,ons shall pay all costs of recordauon, 1f any 21 Substitute Trustee. In accordance wnh applicable law, Lender may from time to time appoint a wcce..,...,or tru-;.tee to any Tru1:.,tee appointed hereunder \,,,ho ha'-cea,;ed to act Without conveyance of the Property, the succes!:.,or tru...,tee .._hall succeed to all the title, pO\ver and duties conferred upon the Trustee herem and by applicable Jaw 22. Use of Property. The Property,~ not used pnnc1pally for agricultural or farrmng purposes 23. "Riders" meam all Riders to this Security Instrument that are executed by Borrower The followmg Riders are to be executed by Borrower f check box as applicab]e l [ ] Adjustable Rate Rider [ ] Balloon Rider [ ] VA Rtder [ ] C'ondonrnuum Rider [ J Planned Umt Oevelopment Rider [ J Biweekly Pa,ment Rider [ ] Second Home Rider [ ] 1-4 Fam,Jy Rider [ ] Other(s) [specify] Form]348 (page6ot8pnge,;;) 20040903002252.007 Lr.GAL DESCRIPTION LOT 4 OF CITY OF RENTON SHORT PLAT NCMBER SHPL-060 87, RECORDED UNDER RECORDING NUMBER 8805099006, AND THAT PORTTON OF LOT 2 OF SAID SHORT PLAT LYING SOUTHF.RLY OF THE FOLLOWING DESCRIDED LINE BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 4, THENCE NORTH 89°29'00" EAST ON TllE EASTERLY PH.OJHC...lION OF THE NORTH LINE OF SAID LOT 4 A DISTANCE OF 226 50 FEE-:' TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 2, SAID POINT BF.ING SOUTH 00°35' 32" EAST A DISTANCE OF 326 88 FEET FROM THE MOST NORTHEASTERLY r.ow,~:-,:v 01' Sh![: LOT 2, AND THE TERMTNUS OF TltE HEREIN DESCRIBED LINR, (BEING KNOWN AS LOT B OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA 95-093 ~LA UNDER RECORDTNG NUMBER 951129900S} REQUEST FOR l\OTICE OF DEFAULT AND FORECLOSURE UNDER SUPERIOR MORTGAGES OR DEEDS OF TRUST 20040903002252.008 Borrower and Lender request the holder of any mortgage, deed of trust or other encumbrance with a hen which hao, pnonty over this Deed of Trust to give ~ot1cc to Lender, at Lender',; address !-.ct forth on page one of this Deed of Trust, of any default under the ~urenor encumbrance and of any sale or other foreclo'iure action Borrower Borrower State of WASHINGTON County of _,K"'1.,· n"g,,_ _________ _ On this day personally appeared before me Richard Gordley and Lauralee Gordley to me known to be the md1v1dual(s) descnbe<l m and who executed the w1thm and foregomg mstrument, and acknowledged that they Mgned and sealed the said mstrurnent as their free and voluntary act and deed, for the uses and purposes thcrcm mentioned GJVEN under my hand and officrnl seal th1<.. day of August, 2004 at Seattle My Appointment Exptres on Sept. 8 1 2005 form 3848 (pag.~ 7 ol 8 page:.) Loan# 3532708-03 Order # 8839584 CALL OPTION RIDER 20040903002252.009 IBIS RIDER IS made thts 30th day of August, 2004, aud rs mcorporated mto and shall be deemed to amend and ~upplemenl the Mortgage, Deed ofTru~t or Deed to Secure Debt (the "Security In~trument") of the same dale, given by the understgned (the "Borrower .. ) to secure Borrower's Note to KING COUNTY CREDIT UNION (the "Lender") of the same date (the ''Note'") and covering the property descnbed m the Secunty Instrument and located at 2010 .Jones Ave. 'H:, Renton, WASHINGTON 98056 (]1 roperty Address) ADDITIONAL COVEl\'ANT In addmon ro the covenanb. and agreement.... made 111 the Security lns.trumenr, Borrower and Lender further covenant and agree as follows A Lender's Call Option Dunng the thirty day penod begmmng on a date five years from the date of the Note, Lender ,hall have the optLon to requrre payment m full of the sums secured by the Secunty Instrument If Lender elects to exerc1se this call option, notice of ,"uch elect10n shall be grven to Borrower who shall pay all such sums to Lender on the payment date _..,pec1fie<l rn the nollcc, which date shall be at lea~t 60 days from the date of ma1lmg If Borrower fails to pay ~uch sum-: when due. Lender may mvoke any remedies penmtted by the Security Instrument CALL OPTION RIDER kngnd has executed tb1s Call Option Rider (Seal) -Borro\vcr .L/.:_i..4.l.'1.L!.Jd~!.2,c-.:J.:;.!lL_ILL\=~4.c (Seal) (Seal) -Borruwer -Borrower (Seal) -Borrower 12/04/2006 16:13 FAX 4252550285 TICOR TITLE \ .,.-.- DEC llJ 053/056 ._, i. ··~ ,;•" ;,.,,'; .. J __ -· ./ . \.J .. 0 • .. .. .. 12/04/2006 16:14 FAX 4252550285 TICOR TITLE Ii!! 054/056 -.. ~.- g • .. .. C, ,.. ' AJ'nlRQCOlll!llf(l MAIL TO, . Tm, Dwo Sin C. llwro 1074 SowhOUllO!h Streer Bc&,im, WA noo,I ii!if.647 :1r"J:l= l'llealle1 W: •t Statutory Wammty Deed STEWART TITLE Gnmlw(,J: 1..lll!IU .4 CIIN CltulN(s): T"'l' n.1,o and s,r, C, Dutn> T,.t.,,o1N,.JJ4ff0.31Gl-02 .Abrn. 'upl! PfL Loe l ... CD tlilh:tWl't LK WA GDl'I :a:NCN' NO. ,top YOL. 11, PG. 82 'Illl!OllANTOlt ~eouAC0n,uher,ep11'1lo-lo&n-mlia-olTBND0LI.AASMD O'l"ll!P. 0000 AND Va\LUAEIU) C0NSIDERATl0Nfn11and.pud. COllY8)'ll uid ~ to Terr, DllCro •P BlrJ C. ....... ~ lad wtr• lhe toll.wing dn«!bed ,-1--ill lfloColOly.CICmf, - otw.,.;.p·_'f.~. ~ LOT 284, C.D. HILi.NAN'S LAKE WASHIJ'IQTON GARDl!N OI' EDEN DIVISION HO. 4, . ACC0RDIN8 TO THE PLAT THEREOF RECORDB;) lN VOLUME 11 OF PLATS, PAGE(S) U, RECORDS OF KINCl COUNTY, WI\SlffNGTON. EXCEPT TIE WEST 126 FEET THEROOF L'l'ING tJORTll OF fflE SOUTH 234 FEliT THEREOF; EXCEPT 1 HE SOUTH 234 FEE"!' THEREOF LYING WEST OF THE EAST 23 FEET THER!OF SQbji,,;ito: Spcdo18"epti&..Funnproperty11JU1r mBdid:,it .. ,. .. dadald hlirwlo laatd*®a. pan kooE ,...Jen LP9-IO 311!1 ~OOil . ~ EASEMENT ANO THE TERMS AND CONDITIONS THERl;OF: PURPOSE: INGRESS AND EGRESS AREA AFFECTED: EAST 28 FEET OF TH& SOUTH 234 FeET AND 11iE SOUTH 16 Fl!l!T OF TN4 T POl'lTION LYING NORTH OF THE SOUTH 234 FEET OISClOS!D BY: INSTRUMENT RECORDED UNDER REOORDING NO. 8B050li0000 FACILrN CHAAGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK·UP. OR CONNECTION CHARGES ANO LATECOMER CHAflGliS FOR WATER OR SliWER FACllmES Of C1TY OF RENTON AS Dl9CL0Sli0 BY INSTF«JMf:NT RECQIU)£tl UNDER RECORDING NUMBER 9209021071. fl)-dJ.. .,· ' 311Il YO~Il . 12/04/2008 18:11 F~X 4252550285 TICOR TITLE fill 047/058 : • .. :: nrc u "12/04/2006 16:11 FAX 4252550285 TIC OR TITLE !ill 048/056 • •• ~ , ! iijl i . ' a -· J. ~ •t,t • n .H ~ ~ r•1 • th ~ ~ ... .r n! ~ trt , ... i : •"I • "J ,ir .. ii'. .. ... 12/04/2006 16:12 FAX 4252550285 TICOR TITLE Iii 049/056 ' · -~Lr.:nn, .. .,. . APR 81998 I •12/04/2008 18:12 FAX 4252550285 TICOR TITLE Ii!! 050/056 I ··-------· '12/04/2006 16:12 FAX 4252550285 TICOR TITLE .. di, .. : • .. .. g " .... .... ~ .. ., .. • • . I § i ... i ,__, J~ " ol ~i ~ ,1 'i j(. ;~ Ii ! I I i ~I ~ ,I fl I • '1 ! l! ,1, I 'I' "1 • j,3 I s ~ I ~ ~ :J I I ---· --·--. -... _, 1~. -'•1: •;:,, f lii!051/056 ~: .. ~l ,t i' . .. ' 8 0 • DEC 1.1 2J;s ...tlLED'fOR RECORD ATREQUESt llt OFI\CE OF lttE C11Y CIIRK . SH PL-060-87 RENTON MUKICIPAl BLDG. 200 Mill AVE. SO. DECLARATION OE RESTIIICJJYE COVENANTS ~El!TON, WA 98015 \;: . WHEREAS, C I-IA g_ L6-S Pouk A, PoHb <f ):·'.::;• ..J:----------,·-.. ··.,·-~·:__,,, N ---------"-'--''-~· a~ the owncn of the following ~l property 1n the City of Renton, Coutlti~~?.Kbz& State of Washington, described :LS txhibtt •J..• attached hereto, ... .,, - J, WHEREAS, toe owner(s) of said di:saibcd property desire to Impose the ~ foUowlPg ratriC:Uvc covenants running wlth the b.nd a.s to use, present and future, of ~ lhc -above described re-al property. o NOW, TIIEREl'ORE, the ,faros,.ld ownet(s)her,:by est:abllsh, 8"lnl md lmp<>se O' rcstrJctions md cov.cnants running with the !;ind herelnabovc described with respect lo the use by the undersigned, tl1clt suc«ssors, hcln, and aslgn, as follows: INSTAllA'nONOFOFF§ITEIMPROVEMl!NTS The owncr(s) of the .above described property, their successors, hclrs and assigns, hereby .ig.rc:c :md covenant to p:utlcipatc l.n, 5Jgn. a pc:titlo·n ln support of, :i.nd :accept any future Local lmpto\remcnt District (LIO} or dty lnllbtcd propos:J, :md pay their falt share therefore, for the purposes of provld.lng the neccm:ry off-slte lmprovemcnl5 rcqulred by the Renton SubdMsion OrdiMJ'lte. &lid lmprovcmcnts shall include but m;.y not be limltcd to the im.ullation of curb$, guttcrs1 .side\\':llks, sucet paving, sanitary sewer$, slonn scwcn, undcrgrounding or utilities, and street Ughtl.ng. These coven.ants arc Imposed in Dcu of Scctlon. 9-1105(6) of Title IX or Ordinance if 1628 of the Gty or Rent,an. 91..-01..-14 RF.CD F .:· RECFEE , CASHSt~ lt096? lB a.oo 2.00 ,t<,t,,t:)0.00 55 ~ ' . ' y~fj)\\ . ?f2;c::,~t~fil:i~I~ 0 • DURATION These covenants shall run wlth I.he b.nd and expire on December 31, 2025, If at any time improvements are uut.allcd pursuant to these covenants, the ponlon of the covenants pertalnlng to the spcclflc: lrutaUcd lmprovemcnts :IS required by the Otdinanccs of the City of Renton shall tcrrnln:ltc wLthout ncc:csslty of further doc:umcntaUon. Any vJobtJon or brc.a.ch of these rcmictJvc c:ovcrwns may be cnfol'C(!d by proper leg.al procedures in the Superior Court of King County by either the City of Renton or :any property owners 2djoln1ng .subject property who arc advcrsc,y aftcc1cd by said breach. STATE OF WASHINGTON J COUNIYOPKING J Onthls d(;?""_j d•yof1!{; < 11 C-'Y , 19--'l..L,bc!orcmc pc .... r1211yappcarcd ;, haiJ1tdK~h 8 flna,Lf,a Q B,µ_ 0 the pcrson(s) who executed the wlthln ::md foregoing instrument, and :u:knowJcdgcd said instrument to be the free and volun::iry act and deed of said pc:rson(s) for the UK:s and purposc:s. lhcrcln mentioned. . ,._,. __ ---.-.. ... ' ' (l l::XIIJ U l't' "/\" ,~ 'i'hc foll~iwin(1 pare~] tr. mimed hy Ch,trlf'i; A. & i!Hnlfcer1 K. Pohl .ind i~ piHL (.'f the U~CLAH/\'J'ION Of" Rl~~;·rr:nc·r1v~ COVENAN'l'S to Whi.Ch 1t ls ;1tta,~h~1i: fihort Plat No. S!111J,-ll50-H7 hcrC"bf Oescr.lbeU in the !ollnwing lt!gal de1;c r l pti on: LEGAL DESCRIPTION PARCEL A TRACT 2'i3, 0.CEPT 1'HE 1.IE!:>T l55 FEET OF THE SOUTH 120 FEET OF C. D. H.ILLMAtJ'S u~KE WASHINGTON CARDEN OF EDEN OIVISJON NO. 4, ACCORDING TO THE PLAT HIEREOF RECORDED 111 VOLUHE 11 OF PLATS, PAC£ 82, lN KlNC COUNTV, WASHlUGTON, Al~D ALSO ~'I.CEPTINC lHAT PORTIOI-~ OF TRACT 293 OF C. 0 HILLM/\N'S LAKE WASHINGTON GAROEN OF' EOEN CIVISICN NO 4, ACWRDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 92, IN KING COUNTY, WAS~JINCTON, DESCRIDED AS FOLLOWS: HEOHJt.JlHG ON THE EAST UNE Di=' SAID TRACT AT A POINT .!34. 00 FEET NORTH OF THE SOUTHEAST CORNER THEREOF, THENCE UEST PARALLEL WJTII TH£:: SOUTH LINE OF' SAID TRACT A DISTANCE OF 4 FEET, NORE OR LESS, TO THE CEI-JlERL!NE OF AN EXISTING DRA!i~AGE DITCH, '-. THEt-lCE NORTH ALONQ A lANGEJ,JT FOHHll,JC SAIO CENTERLINE 197 FEET, 1'10RE 011: LESS, TO A POINT Di!' CURVE TD THE LEFT. THENCE NORTH PARALLEL WITH THE EAST LINE OF" SAID TRACT TD THE NORTH L[NE THEREOF I THENCE EAST ALONC SAID HORTH LINE 4 FEET, MORE OR LESS, TO THE NORTHEAST .;CORNER OF SAIC TRACT; THENCE SOUTH ALON(; THE EAST LINE THE:REOF' Ta THE POJNT OF IJEG:lNNINO. ARCEI. B: HE NORTH. 100 FEET OF THE SDUTll 234 fEET OF' TRACl' 264 OF C. D HILUIAN'S A~E WASHINGTON GARDEN OF EOEN DIVISION NO. 4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE B2, IN KtNQ COUNTY, WASHfNDTQtJ; E:XCEPT THE EASTERLY 26 FEET THEREOF; TOGETHER WlTH AN EASEMENT FOR INGRESS OR EGRESS OVER THE EAST 26 FEET OF 'THE SOUTH 234 FEET OF SAID TRACT 204; AND THE WEST 120 FEET OF TRACT 2e.q OF C D. HlU •. MAN 1 S LAKE GARDEN CF EDEN 01Vt6ION NO. ~. ACCOROlNQ TO THE PLAT THEREOF RECORDED [N VO~UKE 11 OF PLATS,· PAGE B2, IN KINQ COWNTV, WASHINGTON, EXCEPT THE SOUTH i34 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR RIGHT OF .WAY PURPOSES OVER THAT PORTION OF THE NORTH 15 FEET OF THE SOUTH 249 FEET OF SAlO 1RACT :2B4 LV lNC EAST nF THE EAST LINE CF THE WEST 12b FEET OF SAID TRACT, AND OVER THE EAST 26 FEET OF THE scum 234 FEET OF SAID TRACT, AND THAT PORTION OF TRACT 293 OF C.D. HILLHAN'S LAKE WASHINGTON QARDEN OF EDE~l Dl'JISlON. NO. 4, ACCOHUlN(} TO THC PLhT THEREOF' RECOADED IN VOLVt1E 1 \ Of' PLATS, PAGE 82, IN KING COUNTY, \.JASHINQTON, DESCRIBED AS FOLLOWS: BEGINNING Ql'J THE EAST LINE ur SAID TRACT f\T A POINT 234. 00 F"EET NORTH OF' THE SOUTHEAST CORNER THEREOr:': H-IENCE I.JEST PARALLEL WJ TH THE SOUTH LINE or 51\ID TRACT A DISTANCE OF 4 FEET, HORE OR LESS, TO THE CEtHERLINE OF AN EUST1NQ DFtl\lNAc, DITCH; THENCE NORTH ALONG A TI\IJGENT FORHING Sl\!D CENTERL1N£ 1-;,7 ~EET, MORE an LESS, TO A POINT OF CUllVf TO THE LEf."f; lHENCE NORTH PARALLEL WITH THE EAST LINE OF SAID TRACT TO TUE. NORTH LINE THEREOE'.°; THEr ... r;E EAST ALONG SAID NORTH LINE 4 F'EET, HORE OR LESS, TO THE NORTHEAST CORNER OF SAID TRACTJ Tt1E1'JCE SQ.UTH, ALONO TH£ EAS r LI NE THEREOF TO THE PO lN.T OF 8EOINNINQ. ··:~rr~.··~' :',: ~:~:t:./~t\r \:_:~.!~?~~ili _, l j j i ) C, 0 • DRS~RlPTlON 01' WORK FO~ OIi SITE STREET lMPROVE~ENTS Str1.::cl improve~ents location: A. AppLoximately 588 feet on Jones Avenue NE B. /\ppC"oX.irAately 101 teet on NI!: 20th Street Work: Pavl.ng, curbing, 5irteWitlk, and storn sewer wlth street drains tl.S required by Clty of kenton. ·t:-:f\/{~.:: .-.. -·; .. _ \ .... ;;j/ci,;/,i'liii;,~; .. I ... ,_.am. -..S, _..JQ¥1,,1l1D1!:P:111:..IA=:.,.1 .,1POll~i1:h:..!.l..!M~l:.!N:.!l:,l'll~IO~l:_;,...:;-:=.L=-----' ____________ _. --------------.· .. ~ c:r.;~ 7 00 _____________ _. ------~ ....... , .... -...:..-:;..,-,-0- . • Tr-"' '" .. _. of t11e foll•! .. rul "'°"rty In the City of flaltltll, County of ll .. , State of _,..,., dtlcl'flood H Elllfblt 'A' 1tt-lllnto. IID!AS, tlOt -<•> of 11fd dttcrfbcd pn,perty clHI"' to ,_.. :lie fon..it.., .. er,,u .. -t• ..... ,., with th• llllld .. to ........... , wl ftitft, of Ille -dtlcl'IIIH. ,.., .,,.., .. rty. flllll, TitDU:Flllf, the 1f......,fd ...,,r(s) heroby estibl1sh, 9r1nt 1nd ,_ rntrlctlGIII Mil COY-ti "'""'"' with the land i..re;n•bowe otscrfbed "1th ,-t to tht ... by the '""'""'gned, IIISTALLATIOI! OI' Ql'r-sm IHPROVEN!:NTS Tht0 OWM'l"(s) of tt,e ation desc, ·I bed prope,.ty, tfi)j-r ... _.... C: successors, heirs incl us19ns 1 hereby agree and c:oYenal'lt -to._ p1rttctptte in, stgn a pet1t1o., 1n support of, and accept any future lot&I '""°'eaont District (LID) or City lnltlated proposal, 111d 1111 thtlr fair sllire therofore, for tile purposes of proyldl"9 .the -•11'.Y off-slto llllll'OY-nts -lrod by the aentoo Sub- d1,111oe Ordinance, S1ld fll!ll'OY..,..ts shall Include but..,. not be 11altad to the tnst1llatton of curbs, gutters, sid~lts~ street paY1ng, sanitary sewers, stont sewerS, undergroundfng Of • ~ ,, "· ,. ' ;~-."'•' ,·.·. ··,_·\" ~JfJOMf'.1 -J e=;.w.;.~~-·a~---1ap~sM '1';-.,fj~~ ~;·'·i::1~;;,:;;05~1).r,Jt.;~lft_ ~: ·r·i~,~ · Jll1Htt .. , ,w street 11g1,t1n,. . . . . . . :. •. 11!!1 W .. . . . . 1111c, r . of Tttle lJ of Ordinance 11628 of t~e Cit, of Renton. DURATION These covenants shall run with the lartd ~nd ezpire on Oeceaber 31, 2025. If at any tf11e i~rovesrients are installed pursuant to these a.venants, the J)Ort1on of the co\'er,ar.ts pert1fntng to~ specific installed f111p,rovements as requ1re:d by the ~tnances of the City c.f Renton sha'" termhlate without necessity of furtb~r de,·IJfflt:ntatio~. I 11 • ' • i t ·:; ' I -wta1at1• w neicfl of 1,w,.~ Nstrtcth.: co""•h , ., .... -iforUd by .._. 1.,.1 --,. u.i .,., ... c-t of u., c-t, b1 ,1,..,. t.,. City ., ._toll ,.. .., l!'WfflJP -rs ldJotnf•9 ... Joct ..,._..,, ""° ••• _,, lffKIN ., Ufd bro•ch. -------~-· ---------- STATt Of II.ISH111GTDfl) COUNTY 01 K I NG ! 55 On thh·_'_•'-"--day of _,_.Jc_·1_n_h_.,_, _____ 1 19»"~ before me perscm.,lly appei.redettllRJ,tF /\. ronL & WINiPRtrn I(, f'OHL ~ person(s) lfllO executed the wfth1n and fo~egofng inst~ument, and Jctnowlldged sa1d instrument to ~e the free and voluntary ~ct and deed of st1d pe,rson(s) for the uses and purposes therein l'll!ntioned. tN WITN'£SS WHEREOF. I ha·1e hereunto s~t my hal)d ancl .i..ffixed my offt~fal seal the day and year first above ~rftten. CITY OF RENTON lg) ~ <f.; 1e a ~ 1c~ ~ OCT 7·1917 lY) BUILDING/ ZONING Of PT. ------------· ----~--.J-r.ar'S • - 1 ;i .., ·:•:t1r rt.AT !' I 1.t,-if'tP ,,1 II: l"'Jli1, .IIMAIIIM: OATt:U -· .-..... L I II I "I ~tlJ(-ATT.-rMIW r•""'·'·· -,n 1 • .ir .,, ., , ::art. i.t.... IU "~ !IA•.,,. t •ifl I • .tOfl · -.1_)_ --·-et~ ; ., ,, ,, " .. f, ff:111". !I:! a Y IE fl CITY OF RENTON~ dU GCT 1 ·19J1 ~ IUIUIING l lOlll'I: 0£PT. ;-, r' ::I • \ ' ,.: --,· ~,;:',,;-,._,_ I 1· ~ ....... _. •• I ' 'i '. fl ' ~ I "I . -l !, ' . ' I• 1• , ... .J __ .. -\ ... ~--...,......-:~ ~ --·::_t;;;;.,_ .. -·-·---~ I , --:-• I .. ' 'I I , ' •• 1 r 1rir- l I •• ., f--J !~ I f '\ . \,',.. ,, . l '· ' ' I • . -~····- ~ ""•'-----t ~ " 11!, ::~ ..; ~ ' ' ,, ·--:.-.-........ _ i i • ! , J l i l f l t I t· ... 41 1: ' ' V • THIS SP-'C:E P_RO~l,OJP,~R RECORDER'S use, 1 ... •-.' ~ First American Title Insurance Company DEC iJ .. • 1'1 '!..';.':_.-!l!(;.t...e -.. Filed for R!cord at Request of Nome CHARLES AND ~INIFRED POOL Addres~ 2004 JONES AVENUE NE City ond State RENTON, WAS8DfGTON 9805~--- ======================~iii Quit Claim Deed THE GRANTOR JAN-HES DOMES, INC A WASHINGTON CORPORATION for end in considcrntion of EXCISE PAID UNDER conveys and quit claims to GRANTING OF BASBMB~T OMITTED ON ORIGINAL DEED TRANSFER I :r~2sg9g MARCO 20, 1995, UNDER RECORDING NO. 9503201122 CBARLES POOL AND WINIFRED POHL, BOSBANO AND WIFE the following dc11cribcd real ceto.tc, situatctl in tlic County of tol!:cther with oil ofter acquired tLtle o( the grontorl~) thc]"(>in: KING Stntc of Washington, A 10' RASE"ENT POR INGRBSS,EGRESS AND UTILITIES POR THE PURPOSE OP UTILIZING GRANTBE'S WATER RIGHTS PROM AN UNNAMED CREEK AS SDOWN AND DELINEATED ON SHORT PLAT NO. SQ~t-060-87 AS RBCOROEO UNDER RECORDING NO. 8805099006 RECORDS OF KING COUNTY, WASBINGTON, THIS BASEMENT SHALL BENBPIT LOT l OP SAID SBORT PLAT AND IS DECRIBED AS FOLLOWS: BEGINNING ON THE NORTHEAST CORNER OF SAID LOT!; TBENCB N 89 29 1 00" e TO TBE CENTER OP SAID CREEK; TBENCB SOUTHERLY ALONG THE CENTER OF SAID CREE« 10 1 ; THENCE HESTERLY PARALLEL TO TBE NORTBERLY LINE OF SAID BASEMENT TO TBE EASTERLY LINS OF SAID LOT l; TBENCB NORTHERLY ALONG THE EASTERLY LINE OF SAID LOT l; TO TUB POINT OF BEGINNING. Dll.t(.>d JULY __ 2_5 ___ _ ·-----• 19~--- (lndi,·iduol/ (lndividuol) ::~::~~::~O:~~~-H-l:'.'.'!'O~------_J"I. On 1hi., duy rwr.nnully nJip<·Ut•d l,l'furt' n>I' tu me knm1,1, lo h,· thr incli>frlunl(•! di">t·ribed in ,imJ wlw Hnut._..tl tht• 11,itliin ,md foregoir,~ in.strum~nl, unll ------aignrd th~ .:imc i,, ---fn,e amt 1·oluntaryec1 and de\•d, fur lhe u,t•~ mid purpoNt•• th~rrin menli1Jnl'd, r;J\'E:,; und~r my ho,ld ~nd official sl'ul lhb ----d.~y of --------· 1u ___ . Nul4r)' Publ,c in and !orthe State or We•hingtol\. rv,lding ot ---------------- Ll'B-12 Ui/6-11 STAn: OF WASIHNGTON __J .~. coc.vn· flF KTNG--- On thi, ____ 2_5_TLdoy nr _ JUL~Y ___ , l9~. 11'.'fure m~. lhc ·~ndcnigni,d, 11 N'otmy Public in ond for the Stale of Wuh.ington. duly i:om- mi,.ione<l 11,d ,~om, pl"11K1ruilly 11ppt"lrt-d -------------- ----·-__ W~_[$_ER"-'A>-'-~s,,c,,a.,A,,B,sPcsEe,R,__ _______ _ o~d--------cccs=-------------- to ml' lmown to 1,,. th~ VICE Prnidutond Stc~tary. re~r,enivl·ly, or J~ff::H8S BOHE_S...L-INC~------- the rnl')lorntinn lhnt cucutrd !he foR"COin1 iiutrum.nt, and 11cknnwled1ed the atld lnatru· mrnt to bi" the fr•• and volunLary 11ctzmd dud oh.aldcorpanition. ford1e usetand purpo11n thcr,,1n ml"nLionrd, i:.:::•d on 01th.11111ed du:it PE IS llll\horiz~d to ~ioc\\l.-th.l-11&id i111tn1m11nt and 1Ji.t th111e11! 11ffu:ed la the co 1e1I or laid C'lll''l)iJllltiOn. , _ ----_:i~ iia,Y1ndyurllnt11bov111't'itten. ~151iiry. ftub 1t and for th~ State of W111hington, ruldln~ 111 ~~~JY<l.. ____________ _ '.·"'lllf ~ ·:iJ..t ' • \ -=::r.,, :.; "' 13 i i l!! ~ l!1 s i ii ' ,. ~ ,. ~ l ~ ! , . WHEN RECORDED RETURN TO omcc or die City Clerk Renton Munlclfll,1 Bulhline :mo Mill Avenue Sooth Renton. WA 980SS RECE:!VED OCT 2 61995 KING COUNTY RECORDER • - Utilities EASEMENT ~· THIS INSTRUMENT, made tllis :3 -d,y of Oero 13 £,< by and be1wcen JAµ-~£) l-lo,1,11eJ /-c. and and and and ProJccl file= I Wk/e.rz-z.1€1 Pmcl Tu Acwunt l'1 1'Sof:1'0: S?p3 011.c1orl1) N1me J.tr.rJ ~W,;s He..,« w~ RTSQ t!5li: 2.) ;:S t{/; l 41iif' 19 ..9 S--· hcrcin.l.fler called "Grantor(s), n and lhe CITY OF RENTON, a Municipal Corporation oF King County, Washington, hereinafter called "Grantee. " oO . ~ /VO TI1at said Grantor(s), for and in consideration of the sum of S / -: 0 .1V1:l ' l,.../oL./..,....<.. <:I--;;;;;- paid by Gramcc, and 01her valuable consideration, receipt of which is hereby acknowledged, do by these presents, grant, bargain, sell, convey, and warranls unco lhc said Grantee, ils successors a~d assigns, tm ensernent for public utililies (including water, wastewater, and surface water) wilh m::cessary appurtemmccs over, under, through, across nnd upon the following described property (the right-of-way) in King County, Washington, more particularly described as follows: Together with a 1emporary construction easement described as: Said temporary construction easement shall remain in force during consttuction and U[Jlil such lime as the utilities and appurtenances have been accepted for the operation and mai;itenancc by the Grantee but not later than December 31, 1997. D0CUMUl1' r-Oa.M A111lOVEDBY CITY ATTORNEY Ul'r. H. IWJ Utilities rcn~mcnr Sti~cl I ar 2 ~ ... Cl, ~;.,'"""" ------' . . ' ' ~ ·, '· l r i' : •, i l ' '· I • - '"' f'or the purpose of conslrucliag, reconstructing, installing, repairing, replacing, emargingt operating and maintaining utilities and utility pipelines, including, but not limited to, water, sewer and atonn drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of Jaw and without incurring any legal obligation or ti ability therefore. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This casement is granted subject to the following lenns and conditions: t. The Grantee shall, upon complelion of any work within the property covered by the easement, restore lhe surface of lhc eilsemt:nt, nnd any private improvements disturbed or destroyed during execution of the work, as m:arly as practicable to the condition lhey were in immedialcly before commencement of the work or entry by 1he Grantee. 2. Grnnror shall retain the right to use tl1e surface of !he easement as long as such use does not interfere with Che easement righls c;ranlcd 10 the Grantee. Grantor shall not, however, have U1e right 10: a. E!rcct or maintain q:ny buildings or slructurcs wilhin the easement; or b. Plant trees, shrubs or vcgennion having deep root patterns which may cause damage to or intcrrerc with tile u1ililies to be placed within the eascmenc by the Graniee; or c. Develop, landscape, or beautify lhe easement area in any way which would unreasonably increase the costs to dte Grantee of rcs1oring the easernem area and any privale improvements lhercini or d. Dig, tunnel or perform other forms of construc1io11 activities on lhe property which would disturb the compaction or unearth Grantee's focllilies an the riglu-or-way, or endanger die lateral support facilities; or e. Blast within fifteen (IS) reel ofd1c right-of-way. This easement shall run whh the land described herein, and shall be binding upon 1he flarlics. their heirs, successors in interest and assigns. Granters covenant lhat 1hey are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. Si and and ~~~~-"~~~~~~-.,'-~~~~~~~~ and ~~~~~~~~~~~~~~~~~~~~~ and INDIVIDUAL FORM OF ACKNOWLEDOMEITT STATEOFWASHINGTflN ) ) ss COUNTY OF KING ) J cerdfy that I know or have satisf~cto~~vidence that \v:.,L.1 5crlAfFE."-"'1 signed lhis instrument and acknowledged it to ~her/their free and voluntary act for 1he uses and pUlposes mentioned in the instrument. ~ Dated / o /,,, /,q, Notaryicmandfir of Washing1on residing at iCe 14.,7", Notary (print): _,.a c f{d-.,~,=4-"::i_-'-4.,...--,,::-,,-,.,-L-· My appointment expires: 1£(,+ y 16, I.P5)1L._ Uiili1l,1 Euenient Shcc! 2 ofl IOOiviJull fonu ~;;.-. '' t' ... ,-' ' ' ) . .. . ' ' I ' ' . I i LEGAL DESCRIPTION: • • E~hibil "A" Jan·Wcs Homes, foe. Property Utilities Easement A utililies eascmcnl over a 15 foot wide: strip of lnnd being a por1ion of Loi 2 of Renton Short Pl:J.l #SHPL- 060,87, us recordl!d under Recording U88050990D6, Records of Kin£ County, Wushinglon, nnd described 11s follows:· Beginning nt the nor1hwcst comer of said Lot 2, said comer also being lhc norchwest comer of Tract 293 or C.D. Hiltman's Lake Washington Garden of E<lcn, Division No. 4, according lo lhc plal thereof as recorded in Volume I I of Plals, Page 82, Records of King County, Washington;· Thence North 88 degrees 09' 49" East nlong the north line of suid Loi 2, n disluncc of 381.17 feel, co a comer of said Lot 2: Thence Soulh 00 dcgfCcs 35' 32" Eas1 along nn easterly line of snid Lot 2 and lhe southerly exlension !hereof, o. disumce of 4S5.53 feet, ton point on a southerly line of said Lot 2, s11id line also being the nonh line of 1he somh 134 feet of Traci 284 of suid C.D. Hillmnn's Lnkc Washington Gorden of Eden, Division No.4; Thence South 88 degrees 16' 14" Wes111long snid line, u dislunce of 15.00 feel; Thence North 00 degrees 35' 32" West, o disiancc of 440.50 feet: Thence South 88 degrees 09' 49" Wcsl, a distance or 366.00 feet, more or less, la u point on the west line of soid Tract 293; TI1ence nonherly along snid west line, a dislancc of 15.00 feet, to 1he point of beginning. TOGETHER WITH a temporury construction easement over a 30 foot strip of land being a portion of Loe 2 of Renton Shon Pini NSHPL-060-87, ns recorded under Recording #8805099006, Records of King County, Washington, and described as follows: Beginning nt the northwest comer of s11id Lot 2, said comer also being lhe northwest comer orTrocl 293 of C.D. Hilhnnn's Luke Washington Garden of Eden, Di,.•ision No. 4, 11ccording to 1he plat lhcrcof ns recorded in Volume 11 of Plnls, Page 82, Records of King County, Washington; Thence North 88 degrees 09' 49" Eas1 along the north line of said Lot 2, n distance of 381.17 feet, 10 a comer of said Loi 2; Thence South 00 degrees 3S' 32" East along n11 caslerly line of said Lot 2 and the soulhcrly extension thereof, u distanc1:. of 455.53 feet, to a point on II soulherly line of said Lor 2, said !inc nlso being the nonh line. of the south 134 feet of Tract 284 of said C.D. Hi!lm11n·s Lake Washington Gorden of Eden, Division No.4: 'I11ence S0u1h 88 degrees 16' 14" Wcsl along said line, a dislnt1cc of 30.00 feel; TI1cnce North 00 degrees 35' 32" Wes!, a distance of 425.50 feet: Thence Soulh 88 degrees 09' 49" Wes!, o distance of 351.00 feel, more or less, 10 a point on the. west line of said Tract 293; Thence nonhcrly oloni; snid west line, n distance of30.00, lo !he point of beginning. All situate in tht: Southwest qu11r1er of the Northeo.st qunrter and the Northwest quarter of tl11: Souchcust quarter. all in Section 5, Township 23 North, Range 5 Enst, W.M., King County, Wnshington. ~-. .;, -' -• > l' I, J ~ , ) • . , \ \ ' ~ ""~ , 1 ' -I ·-' . - ,•q!TI(\ fl -~!':..~t!! -----·c..·"".;;.. ________ , ,.!L_, ~ &y •"4 Nt~·-....;<;: ..... :.;;;;.IC:;~,;..:A:.;·~";."":;:;,· ____ ....;•"d----··_·1;..'..;·1_,.......;.;lll;....;l.;;·.;;.;;"'-'.;;l'l;;;_ _______ • .... .,.. .. _ ~ ••d -------------- ~ ••d·---------------~ .U t,erel,..her ulln .. ,,..,1odtl .. , ••d lhe CITY OF A(IITQII, • .....,,,1.-1 ,o,po,•tlon of 1un1 Courrity. Wa1t'lll11fton, llllrel,..fter c•l led .. ,, •• ,tee1•, IIITIIHSETM: .f,,.t •••• f;r•n1orh), for ••d In <0t>1lder•1lon of lh• •-of S:..:l..:•.;:OO;:,.._..,....,._ Qu P9Jler IP4 le/)Clle paid by Grlfttff, and ottier ••hw1ble CCN'lllder•tlon, dO by the,e ,,.1ent1. 1rant, G., .. ln, 1•11, convey, and w.rrant unto the said Cr1ntee, Its 1vcce1r.or1 and e,,1.,,, en ••• ... •I for public utllltl•• {lncludl119 ~•••• ••d ,..,.,) with nec•11ary appurtenences over, t,•f'Oyth, 1cro11 and upon the fol lowlng described property In Kint County, lla1hl11tton, ..,,. ,-rtlcul•rly de1crlb<td •• follows: The north IS, r .. t of Tract 29l ar.d thew.at lS feet or Tract 284 of c.D. H111111an'a L~ke Waahtn11,ton Garden of !den, Dbtaion No. 4, acc:ordtn,-to the plat thereof aa recorded 1 n Vol~ 11 of tlata, page 82, records of King County, Waahtn~ton; EXCEPT thereof the sout.h 1J4 feet of uld veat 1S fe,•t of said Tract 284~ FILED FOR RECORD AT REQUEST OF OFFICE Of TBE aT1 CUil RENTON IHICIPII. llll 20 8 lllll AY£. St. ./ RENTOI, II 1US5 JH. ~E•l-1 • I Jmi 29 II Js ~ii '£: ,~-·.r;ir n. r·,:..1.,'):' ,l, .< 'I•. , l; ,l~.:-l-t· ,, 1 d '-rwtoto,.. lllfn, 1 Jnt:d iJr tntf'f' • ts h,cc•n~f'\ or 1 .. , t 9"\. 1h• I l JILi .. ,,_. r14"t. w1tft0ut ;1r-tor r:otL.:• 01 1,u·,:acHd'"' •t 1a.,. at s1i1cl\ tt•, u •J M .. CltHll'J to ..,I.er Ul>O• <lid -.. ;if1<rl:..d pi,,perty for the purpo .. of const.,.,.tlr,9, .. 1nt1l•ln9, "'P•lr1n9, 1lterlng or ,...,on,tructh9 utd ottltt1, or ael1n9 1n1 conn.ctton, U,e,......t~. 10tlllout ,nc•r•ln9 1n1 11911 Olllt91ttons or lt1blltty the,...ro,..., pnivlcad, 111,t '"'" con.trucu.,,,, .. 1n- Utnln9, Np1frln9, 1lttrlng or "'con,tructton of ••di utility 1h1ll bt KCOlllllhhed In sudl 1 111111ner thlt the orh1te i•ni-nt, eahttng tn the r1~t ni,ath)-of~ sha'l n~t bt disturbed or d-ftd, or In the .. ,nt they ,,.. dh turfltd or d-.,ied, I: AtY w 111 bt NP heed t n n good I condlt I on IS they w"' t-df111tl1 btfoN the pl'Ol)erty wu entered -bv Utt li••lff. The Grentor shell fully use end enjoy the doredtscrlbed pre•hes, Including tlle right to ret1tn the rl~t to use the surf1at of said rl~t-of-way If such USt m.1 119t 1nterfere with Instillation and .. 1ntenen,:e of the utility line. "-ftr, tile grantor shall not trect bulldln,s or structuNs 011tr, under or 1cniss tlle rlght-of••IY dur1 r.g the uh llnce of such utl 11 ty. TIits etn.nt, 111111 bt I cownant running with the land 1nd shall be bind- Ing on the 6rMtor, hh successors, heirs and assigns. Grantors covenant thlt they are tllt lwful -rs of the above properties and th1t they have a good and lawful rt ght to txacutt this agreelll!nt. {%!.,~ Ill.~ and ~,J J< faHl STATE OF WASHINGTON COIIITY OF KING and and and I, tlle undtrsl!P'ed, • notary public in and for the State of Wuhlnrton, hereby certify tllat on tll1s 4!'.:1111 of ~ 1 _.,; 19 ..IJ._ personal 1 appeared before• (/ ::~ iH;i«J,c1e9:1: and and--------------; to rm known to be 1ndlv1du1i(s) discrlbed fn and who execu&a the tore,olng Instrument, and acknowledged that ¢~ sf!P'ed and sealed tha slffl! as g free and voluntary act and deed l'or",ine uses and purposes therein nentloned. UE#l ~2a ' ·,, THE CllANTOU• CBARIJtS A. POHL and VIYIPR.!D 70HL. bl• wt re, and ......... -. ...... Oil~ uro !10/lOC-----------toLtAR~ (tl.(Yl) 1M follo..t• deKribNi rttl .... lieutnt m tlw Coaa1r o1 ]( lng Sutc of Wuhmttca be.I .... ~.,.._. ~ t1tle '!'bat portion or traot 293 or c. D. Hillaan'1 Lake Waah- ington Darden ot Eden 01 Tloion llo. 4, accoJ'dlng to pht thereor 1-eooJ'dad 1n YOluiee 11 or Plata, page 32, in ~ing Count7. Vaahington. deaorib~d •• ro11ova1 Be~inning·on tbe aa1t line or aaid tract· at a point _ 2)4.00 teet north or tho aoutbea1t corner thereof; thence veat p&Pallel vitb the aoutb 11ne or aaid trf'.ct • diatanee or 4 r .. i. acre or le••• to the-center _line or an ez1,t1ng dralnag. dltoh; thence north along ~ tangent ronUDg •&ld center line 197 teet,.ore or leaa, to a p,,lnt or our.a to the lert: thence north pa~allel with tho •&at line or aaid tract to tbe north line tbereor; tbence eaat along •atd north line~ reet, •ore or lea,. to the northea•t corner or aatd traoti tbenoe aoutb along the ea~t line thereor to th or beginning Dal~ this STATE OF WAS.iil.NGTON'.1~ Coua1y or J(l ng ut,. Ill December. 1957 ......... ~· .. I I ,.- T1t:I GaAHTORS ~ I, i.r-1111d hlpb!M I, X..a, ba.thond Olld wlfo, Jo, ud ... 4' OIM md ..,,/lJ)o dollan($1.00)1----- '·. . ' -1UJ.CI ""J. lt State-afW~._t 5 ,__,._..~ms., That portion ot tract 293 o·t C. D. il111ru.n'• Lake Waah1ncton Garden or Eden D1Tia1on Wo. 4, according to plat thereof recorded ln Yo1uae 11 or pl•t•, page 82. 1n King County, Waahlrgton. deacrlbed aa rollowa: Beg1:m.1ng on the east line or aald tra«-t at a point 23!,..0C reet north or ihe aoutbeaat co:rner thereof; thence W~Bt parallel with the aouth line oC aald tract • distance or Ji feet, lllOre or l~~. to the center llne or an exlattnr dra1nefe dtleh; thence north along a tangent ron,rtng 1aid center 11n~ 197 teet, more or leas, to a point or curve to tbe left: thence north parallel With the eaat line of said tract t~ the nortb line thereof;. thence ea1t along aatfi north 11 ne 4 feet. 1110re or lea1, to the northeaat corner of' aatd tract; thence •outh along tho e~nt line ther~or to the eo~nt of beginning. ,r------0:-.,..._ fj'"\ ! -:..~t -r-, .,;;;: ::: January, 1958 ..iif!JI~~ ( 3bt. d.1 of SL-\TE OF WASl:;JNGTON, I - . u. ('ou11ty of ~ · s...-111, 0.. lhls dq perooaollJ ..-ml bdon me J, IL~ .c. o( ~ ,,m, XJ~~-ci~.(m<) ' ' CD "' 0 ..... "' "' 0 !'§I w ~ ~ H ~ cc ,=• D H ~ "' 00 N 0 "' "' N "' N " X <C "- ~ 0 CD CD 0 0 N ..... " 0 ..... N • ·- • • • • .e n Jilllr 21·58 (Nontxbl &292372) 4884439 Deo 12-57 ll.00 Charle• A. Pohl and W1n1trl,ed Pohl, hWt To Ra)'IIOnd a. ~ke• and V1r1g1n!a M. Dykaa, hWt' oy am 'lO 1noludg any artr aoqt'd t itl 1 Dtl8 Ill. 11• 4884438-- XC?fOK Nl to 81•1ght•n Roberta I: Hol.JJI po box 90 Rantonvn (J) CD "' 0 -N ~ 0 [§1 w ~ >-- H >-- ~ 0 ,:....:, H >-- "' 00 N 0 "' "' N "' N ~ X < ~ CD 0 CD • ·-• • • • • .e • D ~r' 21-'. ~, Jen 31-'il' {No~txbl ~2'.12313) il.UC, 4fJ8!,4Jl:l Burnell .h. Leraon and.Delphtl"\e lL Larison, h1J and wr To Raym•:id c. D:vke1 find V1.rlg1n1a Oykea, hf cy and qo 1no1ud3 an~ aftr acqr~ tlt1: Tht i·tn or tt 2'.13 or c. v. l-1111111.tna !Ake Waahingte,:1 <llrden of.' .E.1en D1 v #4, Vol 11 or Plata, P6 82, KCW, d,-r: Ueg on the E ln or sd tt at a pt 234.00 rt. K or th$3£ oor thror; th w p11 wlth the .'3 1n ot :.0 tt a d1at or 4 rt~ ir./1 to th4o•r. In or an x:l•tg ~r·a!na~e d1 tch; th. N al~ a tant.:e nt r~,k'OIS a1 oe n ln 197 rt, 111,/1 to a pt or curv to the left; t:h H Pll •1th tJMi E ln r>C ad tt to the N Jn thror•, th E alg ad H ln 4 rt m/1 to theNE oor or~ tt; ~h Salb the 8 ln thaor to the pob. XCNOK Ml to kit'lghtman~ RQberta & Holm l'O Boi; W R•nton Wn (J) ' Ellis port Er1gir1eering.) Inc. Gordly & Core Properties Renton, Washington WETLAND DELINEATION GORDL Y AND CORE PROPERTIES PARCEL 3343903563 and 3343903201 RENTON Prepared by Anne Seethoff Ellisport Engineering, Inc. October 20, 2004 C::fril .~L,t :\1,·. S.\\ \·a.s;h:n. \\',:\ ()KiJ"'1J Tclcpi1":1e ! )J(l) ·16.,-);i I ;:_;,_\ ( ~iJ( l ·-J(_)_~ ~;~,\ F-\1:lil. U!i.,pwtl'!Ll)l.c::r PROJECT OVERVIEW Gordly & Core Properties Renton, Washlngton The Core property is being subdivided and the Gordly property adjoining it is being considered for inclusion in this proposed subdivision. The properties are located tast of 1- 405, in the Kennydale hill area of Renton. See Figure 1 for the properties location. The Core property covers 1.15 acres and the Gordly property covers 1.47 acres. The Core property runs north and south with access from NE 20th St. The Gordly property extends from Jones Ave NE east to the driveway access for the Core property and south to NE 20th St. Previously much of these properties were placed in either a Class II wetland or its buffer. Since that time the City of Renton has installed a sewer line across the Gordly property and along the western edge of the Core property in 2003. This work and the recent housing developments to the north and east have apparently changed the areas hydrology. The intent of this investigation is to determine if this area is still a wetland and if so to what extent. EXISTING CONDITIONS The Core property extends north from NE 20th St. for 590 feet. The first 234 feet are a 26- foot wide driveway from the street. The main portion of the property is 126 feet wide. A single family residence and separate garage are on the lot. The lot slopes very gently to the west. The northern most portion of the Jot is an old orchard, and the reminder is old pasture/lawn. A thicket of Hardback (Spiraea douglasii) runs along the southern edge of the western property line. This thicket ends where a ditch crosses the property from midway along the west side of the house and continues due west on to the lot adjoining. North of the ditch the western edge of the property is bordered by young Red alder trees (Alnus rubra). A second ditch crosses the property further to the north. No water was flowing in any of the ditches crossing the property at the time of the site inspection. The City sewer line runs along the west property line. The Gordly property extends between the Core driveway on the east and Jones Ave. NE to the west and south to NE 20th St. A single family residence is located off Jones Ave NE. A small Class III stream crosses this lot from the south to north flowing into a small pond on the adjoining property north of the Gordly's and west of the Core property. The Gordly property slopes down from Jones Ave to the stream and gently to the northwest. Most of this property is mowed lawn. The eastern 50 feet abutting the Core driveway is covered with a mixture of Pacific willow (Salix lucida) and Himalayan blackberry (Rubus discolor). West of the stream is a line of poplars running north/south for approximately 400 feet from NE 20th St. Two drainage ditches flow to the stream from the area of Pacific willow. Two main ditches run from the west side of the Gordly's property to the stream. At the time of site inspection these ditches were dry. South across NE 20th St. is a blueberry farm, where the Class III stream originates. The stream flows under the street in a culvert which extends northward onto the Gordly property. Water was flowing in the stream at the time of the site inspection. Originally the ditches 2 Gordly & Core Properties Renton, Washington running east/west on these lots all drained into the stream. See Figure 2 for a sketch of these lots and existing conditions. DOCUMENT RESEARCH National Wetland Inventory (NWI) Maps and the City of Renton Maps were reviewed for known wetlands in this area. The NW! map shows a seasonally flooded, palustrine scrub- shrub wetland in the area, see Figure 3. This site corresponds to the blueberry farm directly south of NE 20th St. The City of Renton wetland maps shows a wetland in the same area, but extending north of NE 20th St, see Figure 4. The wetland study done for the sewer main and sewage lift station and the report prepared for the housing development going in directly east of the Core property were reviewed as part of this study. The study prepared by Entranco, December 1996 for the sewer main and sewage lift station indicated a large Class II wetland adjoining the Class III stream crossing the Gordly property. The wetland and its buffer were shown to cover much of the Core and · · Gordly properties. The report prepared by Habitat Technologies, April 2003 for the housing development showed an approximate edge of a wetland offsite on the eastern portion of the Gordly property, but no delineation was done. It is the Entranco wetland report which has been used as a base line to determine if any changes have occurred on the Core and Gordly properties. These reports are included in Appendix B. The Soil Survey of King County by the SCS maps the soil in this area as Indianola loamy fine sand with a swath of Shalcar muck on either side of NE 201h St. in the area of the blueberry farm. See Figure 5 for the soil map. Shalcar soil is an organic soil (Histosols) and considered a hydric soil. Indianola soil is somewhat excessively drained sandy, recessional, stratified glacial drift. WETLAND DELINEATION METHODOLOGY The method used to determine if a wetland exists and if so its boundary was as specified in the "Washington State Wetlands Identification and Delineation Manual", March 1997 and the "Corps of Engineers Wetland Delineation Manual", January 1987. The Washington State Manual is based on the Corps of Engineers manual, but takes into account conditions found within the state. Both use the triple parameter approach. The vegetation, soils, and hydrology are each evaluated to determine the presence or absence of a wetland. The City of Renton requires the use of the Washington State Manual. SITE EVALUATION The properties were inspected taking note of the plant species, their abundance, soil conditions and hydrologic conditions present at different locations to determine if a wetland is present. The primary area of concern was the western edge of the Core property along the sewer easement, extending south onto the Gordly property. The vegetation along the Core 3 Gordly & Core Properties Renton, Washington western property line begins as Red alder at the north end, changing to a Hardback thicket approximately 125 feet south of the northwest property comer. This thicket continues south for 230 feet. The Hardback is interspersed with Himalayan blackberry (Rubus discolor). The west side of this thicket abuts the sewer easement which is vegetated with young Red alder trees and grass to the northern edge of the Gordly property. The Gordly property is mowed lawn with some scattered deciduous trees. East of the sewer easement on the Core property is old pasture/lawn that has not been mowed regularly. The mixture of grasses, soft rush (Juncus effuses) gave away to Creeping buttercup (Ranunculus repens) in the southwest comer of the Core property. Three soil test pits were dug along the western edge of the Core property. See Figure 2 for their locations. The data forms for each test pit are included in Appendix A. Test pit #1 was located midway between the house and garage, near the west property line. The soil was damp, but not saturated. There was no water seepage at the bottom of the test pit. The lack of saturation indicates there is no wetland hydrology present. The soil color was determined by using the "Munsel Soil Color Charts". The colors found were indicative of a hydric soil. -The plants at this site were predominately a mixture of grasses, soft rush, small flowered bulrush (Scirpus microcarpus ), Common horsetail (Equisetum arvense ), and Creeping buttercup. More than fifty percent of these plants are considered hydrophytic vegetation. The three criteria necessary to classify this site as a wetland are not present. Only two of the criteria are met. Another test pit was dug due west in the sewer easement. The soil encountered was entirely different, indicating fill material was placed along the sewer line. The soil was much lighter in color and consisted of much more gravel. The second test pit was dug at the bottom of the ditch running west from the house, near the west property line. The bottom of the ditch is 20 inches lower than the surrounding area. The soil colors found were indicative of a hydric soil. Standing water was 19 inches down in the hole, a total of 42 inches below the top of the ditch. Because of this depth down, this was not considered to be representative of wetland hydrology. The bottom of the ·ditch was covered with Creeping buttercup. The sides of the ditch were a mixture of grasses, Soft rush, and Common horsetails. These plants are indicative of hydrophytic vegetation. Once more, all three criteria for a wetland are not met. The third test pit was dug in the southwest corner of the Core property. The soil colors found were similar to those previously found and indicative of a hydric soil. The soil was damp but not saturated and with no water seepage. The total depth of the pit was 22 inches. The lack of water indicates no wetland hydrology is present. The predominate plant was Creeping buttercup, which is indicative of hydrophytic vegetation. Because of the Jack of wetland hydrology, this site does not meet the criteria for a wetland. WETLAND DETERMINATION These results were compared to the data collected in August 1996 by Entranco. It is evident this area has become much drier and no longer meets the three criteria for a wetland. The 4 Gordly & Core Properties Renton, Washington ground water and surface water that was flowing to this area has been intercepted and routed directly to the small stream by the new developments in the area and the sewer line. Because of this change the wetland determination method for "Atypical Situations" was followed. The property owners have noticed very little water is collected in the drainage ditches crossing the lots and flowing to the stream in the last year. The soil colors and plants are still indicative of a wetland, but the lack of water is changing the environment. The vegetation has started to transition. This is most evident along the sewer easement, where the dominant plant has become Red alder. The eastern corner of the Gordly property was not inspected directly, but based on the appearance of the property line with the Core property and lack of water there, it was inferred this area has also become drier. The change in the water levels appears to have occurred because of development projects approved by the City of Renton. Considering this, it has been determined the Core and Gordly properties no longer have a Class II wetland or its associated 50-foot buffer on them. The Gordly property does have a Class III stream crossing it north to south. This stream has a 25-foot buffer on either side of the stream. · ·· STANDARD LIMITATIONS The Findings and conclusions documented in this report have been prepared for this specific project. They have been developed in a manner consistent with the level and care and skill normally practiced. The conclusions presented in this report are professional opinions based on the interpretation of information currently available to Ellisport Engineering. No warranty, expressed or implied is made. Since wetlands are dynamic communities affected by both natural and man-made activities, changes in wetland boundaries over time may be expected. Therefore, wetland delineations cannot remain valid for an indefinite period of time. Any new development activities on the project site two year after the completion of this report may require revision of the wetland determination. 5 Gordly & Core Properties Renton, Washington REFERENCES Cooke, Sarah S. editor. 1997. A Field Guide to the Common Wetland Plants of Western Washington and Northwestern Oregon. Seattle Audubon Society, Seattle WA. Cowardin, Lewis M., Virginia Carter, Francis C. Golet, and Edward T LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Department of the Interior, Fish and Wildlife Service. FWS/OBS 79/31. Environmental Laboratory, Department of the Army. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report &-87-1. Waterways Experiment Station, Corps of Engineers. Hitchcock, D.L. and A. Cronquist. 1973. Flora of the Pacific Northwest. University of Washington Press, Seattle, WA. City of Renton Critical Areas Inventory Maps. 1992. City of Renton, WA. City of Renton Municipal Code Title IV, Chapter 3. City of Renton, WA. Munsell Color. 1992. Munsell Soil Color Charts. Macbeth Division of Kollmorgen Instruments Corporation, Newburgh, NY. Popjar, J. and MaKinnon, A. 1994. Plants of the Pacific Northwest Coast. Lone Pine Publishing, Redmond, WA. Reed, Porter B., Jr. 1993, 1988. National List of Plant Species That Ocurr in Wetlands: Northwest (Region 9). U.S. Fish and Wildlife Service Biological Report 88(26.9) Snyder, D.E., P.S. Gale, and R.F. Pringle. 1973. Soil Survey, King County Area, Washington. U.S. Department of Agriculture, Soil Conservation Service. Washington State Department of Ecology. 1997. Washington State Wetlands Identification and Delineation Manual. Ecology Publication #96-94. 6 VICINITY MAP FIGURE 1 Gordly & Core Properties Renton, Washington 7 -------------1 ' f D 1-iil {fl \ y ~f>')( --X 0 0 .' ...... ~~ ' "' -~\"' '<)(,· L).. ,' .. ,1 --~ ' I I ' ~,11- 1 i _ ---..I~>---- l __ £Xr':7f/ NG-CD1-/.b1T1rot\JS t=1 G, (.) i:?-E,_ i eman Poin .. ~U6H,c \ ........ :T'o,· r.,-•· Gordly & Core Properties Renton, Washington NATIONAL WETLANDS INVENTORY MAP FIGURE3 9 N S-18 S-1 ID O· ! W-29 I w > <i.: S-11 NE 201 Street PROJECT LOCATION I V ----r :z ,.... w Gordly & Core Propenies Renton, Washington W3K f ' I I fL--l I I I L-, I I I '--' s- F1GURE#3 CITY OF RENTON WETLANDS INVENTORY MAP ff ,, . ' i CITY OF RENTON WETLANDS MAP FIGURE4 10 SOILS MAP FIGURES Gordly & Core Properties Renton, Washington 11 ------------------------------------------------------------ --------. -·----------···------------------ APPENDIX A DATAFORMS Gordly & Core Properties Reoton, Washington 12 Project/Site: DATA FORM 1 (Revised) Routine Wetland Determination (WA State Wetland Delineation Manual or 1987 Co s Wetland Delineation Manna! Date: '·v' _, . ) 0...,.. Applicant/owner: County: ~ \IV-, / (a,,r J-,"Y' State: V Do Nonna! Ciicumstances exist on the site? yes ~ Is the site significantly disturbed (atypical situation)? ~ no Is the area a potential Problem Area? . yes no Ex lanation of a ical or obi em area: ,:v>' ,-' "' '1 P I J--/. VEGETATION (For strata, indicate T = tree; S = shrub; H = herb; V = vine) Dominant Plant S ies Stratum % cover Indicator Dominant Plant S ecies % of dominants OBL, FACW, & FAC. rc>k Check all indicators that apply & explain below: ' -' I_; S/r/R: Community ID: Transect ID: ~ / Plot ID: +r C . .Y.ll,~,, Stratum % cover Visual observation of plant species growing in areas of prolonged inundation/saturation Morphological adaptations Physiological/reproductive adaptations Wetland plant database Technical Literature Hydrophytic vegetation present? Rationale for decision/Remarks: HYDROLOGY ~ no Personal knowledge of regional plant communities Other (el< lain) Indicator Is it the grow~ng season? <!f!iJ no _ Water Marks: yes e) Sediment Deposits: yes no ' ' C ='>. . I h'' (')' ' ., . lfl.t{"J+· ;V.65,,;, cur f©S-S ;;:at•' q ....-;l',· Based on: soil temp (record temp-___ .J other ( Cl< lain) Dept. of inun Depth to free water in pit De th to saturated soil: inches inches ( ;C :_,JpJ',. ,1 ('~ :.-oce._. on Drift Lines: yes c§) Oxidized Root Oive roots) Channels <12 in. es no_) FAC Neutral: yes _§l Check all that apply & explain below: Other (explain): Stteam, Lake or gage data: Aerial hoto hs: Other: __ Wetland hydrology present? yes , -iio Rationale for decision/Remarks: 1r. I, -· · ~ ' no "'~ )T> h_ujv Drainage Patterns: yes no Local Soil Survey: yes no··, Water-stained Leaves yes n<i SOILS . ("J ! / / ' I ' Map Unit Name Ulv:11 :.Cfi I/Y '.:'r, :x< ; (Series & Phase) · Profile Description Depth Horizon Matrix color Mottle colors (inches) (Munsell (Munsell moist) moist) )-12..'' IO'(C 41 11...--t p/ t/61~2 ... Hydric Soil Indicators: (check all that apply) Histosol -- __ Histic Epipedon S ulfidic Odor -- __ Aguie Moisture Regime __ Reducing Conditions __f;2[_ Gleyed or Low-Chroma (=l) matrix Hydric soils present? (@ Rationale for decision/Remarks: no -·· Welland Determination (circle) Hy,:rophytic vegetation present? -~) no HyJric soils present? . yes) no W,:tland hvdrolovv oresent? ves /IJ{r) ' Drainage Class-------'--- Field observations confinn (_§ No m ? Mottle abundance Texture, concretions, Drawing of soil size & contrast structure, etc. profile (match description) ro 61. i+1 /w.f'v\ . /'I' _,'cJ/·1,f,,&J /Oa.Jr~ ~!'f __ Matrix chroma $ 2 with mottles __ Mg or Fe Concretions __ High Organic Content in Surface Layer of Sandy Soils __ Organic Streaking in Sandy Soils __ Listed on National/Local Hydric Soils List Other ( exolain in remarlcs) ~ Is the sampling point yes within a wetland? ' Ralionale'Remarks: 4X-/k.r-d t:,);'/S )VI pcs1-, So. I {,d.J)S. a.-u. /rv/.1 e,.111 lk'.. ii-' i,vU- ) bJ!-L,.i_U){/i. /1;) /)r"t-"~ tfv.,rc NOTES: Revised 4/97 abundant mottles of both 7 .5YR 4/4 and 7.SYR 5/6 colors. Below 14 inches, the soil was a 1 OYR 5/2 color with mainly 1 OYR 5/6 colored mottles. With the low chroma, mottled mineral soil, hydric soils were considered to be present. The soil pit was saturated to a depth of 14 inches below the surface, however, free standing water was not observed in the soil pit. Based on the depth of saturation (i.e., close to 12 inches below the surface) and time of year during the field investigation, the wetland hydrology characteristic was assumed to be present. This data point was determined to be a wetland since all three essential wetland requirements were met. Data Point 6. The data point is just upslope to the north of Data Point 5 and is in a . :scrub-shrub plant community dominated by Himalayan blackberry, which by itself, does not indicate the presence of hydrophytic vegetation. _-~--A soil pit (SP6) was dug to a depth of 24 inches to look for positive indicators of hydric soils and wetland hydrology. The sandy mineral soil was determined to be a 10YR 3/2 color, with no mottles, from Oto 10 inches deep, 10YR 4/4 from 10 to 24 inches deep, and 1 OYR 5/4, with some slight soil discoloration noticeable. With no hydric indicators observed in the mineral soils, hydric soils were not considered to be present. No indicators of wetland hydrology was observed in the soil pit or.surrounding area. The wetland hydrology characteristic was not considered ta be present. This data point was determined not to be a wetland since none of the essential wetland requirements were met. Data Point 7. The data point is located on the northern portion of the project, along the east/west leg of the new sewer line corridor in a scrub-shrub plant community dominated by Himalayan blackberry, giant horsetail, hardhack, and red alder. These plants together indicate the presence of hydrophytic vegetation. A soil pit (SP7) was dug ta a depth of 24 inches to look for positive indicators of hydric soils and wetland hydrology. The sandy mineral soil was determined to be a 10YR 3/1 (dry) color to 10 inches deep, and a 10YR 6/2 (dry) color, with abundant 7.5YR 4/6 mottles from 1 O to 24 inches deep. With the low chroma, mottled mineral soil, hydric soils were considered ta be present. No inundation or saturation was observed in the sail pit during the field investigation. However, based an the proximity and relative location in the topography to the creek, the site would likely have sufficient water during the beginning of the growing season to meet the hydrology criteria. With this in mind, the wetland hydrology characteristic was assumed ta be present. This data point was determined to be a wetland since all three essential wetland requirements were met. 960381 A.port/ W9(1ands (1211819611 F 12 Data Point 8. The data point is located upslope from Data Point 7, and is in a scrub- shrub plant community dominated by Himalayan blackberry, salmonberry (Rubus spectabilis), and red alder. These plants together indicate the presence of hydrophytic vegetation. A soil pit (SP8) was dug to a depth of 24 inches to look for positive indicators of hydric soils and wetland hydrology. All soil colors were determined using dry samples. The sandy mineral soil was determined to be a 1 OYR 2/1 color from Oto 9 inches deep, 1 OYR 6/2.5, with very slight 1 OYR 5/6 mottles from 9 to 18 inches deep, and 1 OYR 6/2, with strong 1 OYR 4/6 mottles from 18 to 24 inches deep. Although slight, the mottling in the low chroma mineral soil appear sufficient to meet the wetland soils criteria. Hydric soils were considered to be present. No indicators of wetland hydrology were observed in the soil pit or surrounding area. Based on the proximity and higher elevation relative to the creek, the site would likely not have sufficient water during the beginning of the growing season to meet the · · -··· ··· --hydrology criteria. The wetland hydrology characteristic was not considered to be present. This data point was determined not to be a wetland since only two of the essential wetland requirements were met. Data Point 9. The data point is located in the field (likely old pasture) north of the new sewer line corridor and west of the creek. The data point is in an emergent plant community dominated by reed canarygrass, giant horsetail, soft rush (Juncus effusus), creeping buttercup, and quackgrass (Agropyron repens). These plants together indicate the presence of hydrophytic vegetation. A soil pit (SP9) was dug to a depth of 18 inches to look for positive indicators of hydric soils and wetland hydrology. All soil colors were determined using dry samples. The sandy mineral soil was determined to be a 1 OYR 3/2 color, with no mottles, from Oto 9 inches deep, and a 10YR 5/2 color, with both 10YR 5/6 and 7.5YR 4/4 colored mottles from 9 though 18 inches deep. With the mottled, low chroma mineral soil, hydric soils were considered to be present. No inundation or saturation was observed in the soil pit during the field investigation. However, based on the proximity and position in the landscape relative to the creek, the site would likely have sufficient water during the beginning of the growing season to meet the hydrology criteria. With this in mind, the wetland hydrology characteristic was assumed to be present. This data point was determined to be a wetland since all three essential wetland requirements were met. 96038 I Report I Wellal'ld"S 112118/96) I jc 13 abundant mottles of both 7.5YR 4/4 and 7.5YR 5/6 colors. Below 14 inches, the soil was a 1 OYR 5/2 color with mainly 1 OYR 5/6 colored mottles. With the low chroma, mottled mineral soil, hydric soils were considered to be present. The soil pit was saturated to a depth of 14 inches below the surface, however, free standing water was not observed in the soil pit. Based on the depth of saturation (i.e., close to 12 inches below the surface) and time of year during the field investigation, the wetland hydrology characteristic was assumed to be present. This data point was determined to be a wetland since all three essential wetland requirements were met. _ Data Point 6. The data point is just upslope to the north of Data Point 5 and is in a ~ __ ~-~=scrub-shrub plant community dominated by Himalayan blackberry, which by itself, does not indicate the presence of hydrophytic vegetation. ~-=A soil pit (SP6) was dug to a depth of 24 inches to look for positive indicators of hydric soils and wetland hydrology. The sandy mineral soil was determined to be a 10YR 3/2 color, with no mottles, from O to 10 inches deep, 1 OYR 4/4 from 10 to 24 inches deep, and 1 OYR 5/4, with some slight soil discoloration noticeable. With no hydric indicators observed in the mineral soils, hydric soils were not considered to be present. No indicators of wetland hydrology was observed in the soil pit or surrounding area. The wetland hydrology characteristic was not considered to be present. This data point was determined not to be a wetland since none of the essential wetland requirements were met. Data Point 7. The data point is located on the northern portion of the project, along the east/west leg of the new sewer line corridor in a scrub-shrub plant community dominated by Himalayan blackberry, giant horsetail, hardhack, and red alder. These plants together indicate the presence of hydrophytic vegetation. A soil pit (SP7) was dug to a depth of 24 inches to look for positive indicators of hydric soils and wetland hydrology. The sandy mineral soil was determined to be a 10YR 3/1 (dry) color to 10 inches deep, and a 10YR 6/2 (dry) color, with abundant 7.SYR 4/6 mottles from 10 to 24 inches deep. With the low chroma, mottled mineral soil, hydric soils were considered to be present. No inundation or saturation was observed in the soil pit during the field investigation. However, based on the proximity and relative location in the topography to the creek, the site would likely have sufficient water during the beginning of the growing season to meet the hydrology criteria. With this in mind, the wetland hydrology characteristic was assumed to be present. This data point was determined to be a wetland since all three essential wetland requirements were met. 960381 Aopofi I Wll'll•ncl. (12/18196) / je 12 Wetland Delineation Results The wetland was flagged with blue survey tape and marked as assessment area AA-1 through AA-12 with in the project corridor. The wetland boundary outside of the corridor was visually estimated. The wetland is directly connected to the creek corridor and is fed by surrounding seeps in several locations. The entire wetland is estimated to be roughly 5-8 acres in size. Though historically used as a pasture, and now overgrown with blackberry and red alder, the wetland would meet the criteria as a Category 2, High Quality Wetlands, since the site is a headwater wetland (Renton 1992b). Category 2 wetlands require a standard buffer of 50 feet. The disturbed portion of the wetland (i.e., residence next to NE 20th Street), would, by -=c:~:=-~:---=---itseH, meet the criteria as a Category 3, Lower Quality Wetlands. This is based on the ----------presence of fill for the house and garages. Category 3 wetlands require a standard buffer of 25 feet. However, since this area is connected to the main portion of the wetland, this disturbed area also would be considered a Category 2 wetland with a 50- ======-foot buffer. The creek would have a buffer of 25 feet. Any activity in the wetlands may require permits from federal, state and city resource agencies. These permits may include: Permit/Approval/Review Resource Agency Section 404, Nationwide Permit U.S. Army Corps of Engineers Water Quality Modification Washington State Department of Ecology Hydraulic Project Approval (HPA) Washington State Department of Fish and SEPAReview Wetland Permit Wildlife City of Renton City of Renton POTENTIAL WETLAND IMPACTS Based on the most current plan set (11 /1/95), the impacts to the wetland were estimated for activities during construction and during operation. Cumulative and secondary impacts are not addressed in this report, since the project details are not completed. Cumulative and secondary impacts, however, should be considered and included as part of the wetland mitigation plan preparation. During Construction Impacts during construction are those which may temporarily affect the wetland's vegetation, soils, and hydrology. The project utility corridor is 15 feet wide and the 960:381 A~r1 I Wetlal'IOI (12/16t'96) I jc 14 construction easement corridor is approximately 15 feet wide. Construction for the new sewer line would likely affect all the wetlands in these corridors. The 30-foot-wide construction corridor would impact roughly 13,350 square feet of wetlands. The construction also would impact 6,600 square feet of wetland buffer area. Material storage is expected to occur outside of the wetlands. During Operation Impacts during operation are those which may permanently affect the wetland's vegetation, soils, and hydrology. No permanent impacts are anticipated for the proposed project. --CONCEPTUAL MITIGATION ____ _ _______ -~As with impacts, mitigation can be for temporary impacts (construction) and permanent ·---------------~ impacts (operation). Typically, temporary impacts to wetlands can be mitigated by restoring the site after construction. However, mitigation criteria set at the beginning of construction can minimize the impacts and aid in the wetlands recovery. Mitigation for temporary impacts, in no particular order, may include: • narrow the construction corridor to minimize the amounts of wetlands disturbed • protect large trees in the corridor and wetlands out of the corridor, with clearing limit fencing • cut the vegetation to leave short stems and roots for rapid regrowth • use log mats or geotech fabric and hogfuel to limit soil disruption • stockpile surplus soils away from wetlands • use earthen trench plugs periodically to avoid "piping" along new sewer line (refer to a typical detail in Appendix E). • maintain subsurtace cross water flow, by using either a drainage blanket or pipes • discharge water pumped out of the construction trench to points outside -of wetlands, possibly using the current sewer system, or do not drain the trench and "work in the wet" • construct only during dry weather and within the HPA fisheries window • separate and bypass flowing water in the ditches and creek from the construction trench 960381 Report I Wtnian<b {12/18196} /,:; 15 • reuse existing hydric soils and reshape the landscape to pre-construction conditions • revegetate the disturbed wetland and buffer with native plant species. • maintain and monitor the revegetated areas to assure adequate establishment of the native vegetation Mitigation for pennanent impacts may need to follow the criteria in the Wetland Management Ordinance (Renton 1992b) to compensate for any pennanent loss of wetlands. Mitigation can be creation of new wetlands from upland areas or restoration of degraded wetland areas. In case there were to be impacts to the wetlands, the Category 2, scrub-shrub wetlands permanently affected would need to be compensated -~---·: __ . -,1 a 2:1 ratio. Wetland buffers permanently lost also would require mitigation. If needed, a potential mitigation site could be the reed canarygrass dominated wetland ======-_,plant community along the new sewer line corridor. This site is located just north of the lot along NE 20th Street. Mitigation at this location could be in the fonn of a wetlands restoration effort. If permanent impacts were to occur, a mitigation report and plan would need to be created when specific impacts are determined. A mitigation report would contain the environmental goals and objectives, performance standards, wetland construction plans, monitoring plans, and a contingency plan for the mitigation effort. However, with no permanent impacts anticipated for the project, no creation mitigation for replacement wetlands is expected. REFERENCES Published Documents Adamus, Paul R., Ellis J. Clairain, R. Daniel Smith and Richard E. Young 1987 Wetland Evaluation Technique (WET); Volume II: Methodology, Operational Draft Technical Report Y-87-__, U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, MS. Cowardin, Lewis M., Virginia Carter, Francis C. Golet and Edward T. LaRoe 1979 Classification of Wetlands and Deepwater Habitats of the United States. Prepared for the Office of Biological Services, Fish and Wildlife Services, U.S. Department of Interior, Washington DC, FWS/OBS-79/31. David Evans and Associates 1994 Wetland Delineation Letter. Prepared for private landowner. 96038 / Re,po,t I W•tlands (12118196) I j,:: 16 Environmental Laboratory 1987 Corps of Engineers Wetland Delineation Manual (1987 Manual). Technical Report Y-87-1, U.S. Army Engineers Waterways Experiment Station, Vicksburg, Mississippi. Federal Register 1991 33 CFR Part 330: Nationwide Permit Program Regulations and Issue, Reissue, and Modify Nationwide Permits; Final Rule. Part Ill Department of Defense, Corps of Engineers, Department of the Army, Vol. 56, No. 226, US Government Printing Office, Washington, D.C. November 22. 1982 Title 33: Navigation and Navigable Waters; Chapter II, Regulatory Programs Corps of Engineers., Vol. 47, No. 138, p. 31810, US Government Printing Office, Washington, D.C. 1980 40 CFR Part 230: Section 404(b)(1) Guidelines for Specification if Disposal Sites for Dredged or Fill Material, Vol. 45, No. 249, pp. 85352-85353, US Government Printing Office, Washington, D.C. Hitchcock, Leo C. and Arthur Cronquist 1973 Flora of the Pacific Northwest: An Illustrated Manual. University of Washington Press. 1990 edition. Kollmorgen Instruments Corporation 1988 Munsell Soil Color Charts. Baltimore, MD. Kunze, Linda M. 1987 Puget Trough Freshwater Wetlands, A summary of Biologically Significant Sites, Phase II: Southern Puget Trough Impounded Wetlands. Washington Natural Heritage Program. Prepared for the Washington State Department of Ecology. Phelps, Marilyn (Cascade Environmental Services) 1993 Wetland Delineation Report. Prepared for City of Renton. Puget Sound Water Quality Authority (PSWQA) 1994 Puget Sound Water Quality Management Plan Reed, Porter B., Jr. 1993 1993 Supplement to the List of Plant Species that Occur in Wetlands: Northwest (Region 9). U.S. Fish and Wildlife Service. 1988a National List of Plant Species that Occur in Wetlands: National Summary. U.S. Fish and Wildlife Service, Biological Report 88(24). 1988b National List of Plant Species that Occur in Wetlands: Northwest (Region 9). U.S. Fish and Wildlife Service, Biological Report 88(26.9). 96036/ R~ I W•tlal\dt (1:2118196) / p: 17 Renton, City of 1992 Critical Areas Inventory Maps. Prepared with assistance from Jones and Stokes, and R.W. Beck. 1992b Wetland Management Ordinance. Chapter 32. U.S. Fish and Wildlife Service 1988 Mercer Island Quadrangle, National Wetland Inventory. U.S. Army Corps of Engineers (Corps) 1994 1993 Supplement to National List of Plant Species that Occur in Wetlands: Northwest (Region 9). March 31. 1992 Clarification and Interpretation of the 1987 Manual. Guidance memorandum. March 6. 1991 Questions & Answers on 1987 Corps of Engineers Manual. Guidance memorandum. October 7. 1990 Permit Requirements for Wetland Fill Projects. Information Paper. Seattle District. April 17. USDA Forest Service 1985 Management cif Wildlife and Fish Habitats in Forests of Western Oregon and Washington, Part 1 -Chapter Narratives. Pacific Northwest Region. Published in cooperation with the U.S. Department of the Interior, Bureau of Land Management. USDA Soil Conservation Service 1989 King County Area Hydric Soil List. 1973 Soil Survey of King County Area Washington. Washington Natural Heritage Program (NH P) 1994 Endangered, threatened and sensitive vascular plants of Washington. Department of Natural Resources, Olympia. Washington State Department of Ecology 1993 Wetland Rating System. 96038, J Repor1 / W.tlands !12118.196) I jc 18 APPENDIX A Wetland Map from Original Alignment -, . I I I ' 1 :l ~ ,1 WETLAND #2 j ... IJ 'i . ,r fl'~ lt~'J.,, ·~ .;r~ ~~~~~J:gENT , . • •, ? ' 7• :a., .. 11~sz- : n "2.,1. '7~ I "' • I POND ;::: l~., .. -if·,-,-·©i-':\l>l ... -1.)1_~:!.,~ .. J..,. • • • .. J-:---. I ~ 1-~.. -~• ~ -fM·«"'~/''-· -£"":;; ; , M" • . ..... 121 ,,z _ I -~.. _. (,..__.,"" • 1 = : I Ill .... , . 'JO!._ --lf,e a: 11· 10 -\lD& __... ' Ij .. I~ :"• I .Ill! ISi "' ~ ' • ·- w :i w ~ C/l w z 0 -, I I ~·· •• ~-"' ··--··---··-... ____ __,,. ,., ~----, ::.--ii(,.-~*j, I' •.·· ,J-_ II JCa;J, i ... "' .. ' ·~·· ~· . I ) ; /.., ! ;L-._-! t\'tw' j 1. ... , J :4 ~',( . i r.:.~ .. , -ti, - ,.. "' "' N c '" f : >- m t i ~ I .., l SCALE 1 = 80 FEET ! Q. m· ---Jfr. .. ,,i: .. " LARGE PASTURE .. I ! ' I ... I ---~ ... c~t, ~~="··· ! .... , >-~ ) , • I ,,;;;r-r~:: ' ·~· ,.., ,~~ I ~I l}o I POHL RESIDENCE ....... . ----r--·--···· ·-·-- ,. t;,----N. E 20TH STREET FIGURE#4 PROJECT AREA EYMAP "' w > ii:: C C .J 0 ,.,., : EAST BANK OF CREEK, ... NORTH OF -KAY RESIDENCE DR. KAY'S PROPERTY EXISTING BERRY FARM HAMMON 0, COLLIER & WADE -LIVINGSTONE ASSOCIATES, INC. ____ __, --------------~·-----------------~-- APPENDIXB Wetland Map from Surrounding Property • . 1 ' ' ·,. ':_ ·....c.2:.._ -----t-11:f.H~~:;-1,-...,~ • ..! ., ..... : ; . . , . i· L" / APPEND/KC Growing Season Table TABLE 10.--PROBABILITY OF FREEZING TE-!PERATIJRES AFTER Probability in spring Sta.tion Te::rperai:ure 90 75 50 25 10 -percent percent percent percent percent °F. Bothell. 2 N. 32 Apr. 18 Apr. 30 May l3 May 27 June 7 (elevation 100 reet) 28 Me:. 19 Mar. 30 Apr. 13 Apr. 27 May 8 24 Feb. 7 Feb. 21 Mar. 8 I Mar. 21 Apr. 2 Cedar Lake 32 Mar, 21 Apr. 2 Apr. 15 Apr. 28 May 11 (elevation 1, 56o feet) 28 Feb. ll Me:. l --16 Me:. 30 Apr, ll 24 (y) Jan. 29 Feb. 14 Me:. l Mar. 15 Land.sburg 32 Apr. 15 Apr. 27 May 10 Ma.y 24 June 4 (elevation 535 feet) 28 Mar. 4 Mar. l6 Mar. 29 Apr. 11 Apr. 24 24 Jan. B Feb. 4 Feb. 19 Mar. 5 Mar. 18 _:.l>lonroe 2 11511. 32 Mar. 21 Apr, 3 . Apr. 16 Apr. 30 May 12 (elevation 120 r ... tJ 28 Feb. 21 Mo.r. 5 M&r. 19 Apr.-1 Apr. 14 24 (y) Jan. 28 . Feb • 17 Mar. 6 Mar. 17 . Seattle-Tacoma Airport 32 Me:. 15 Mar. 27 Apr. 9 Apr. 23 May 4 (ele~g~iqc 3~ f~+, 28 Feb. ':i Feb. 23 -· 9 Mar. 23 Apr. 4 . 24 ( l ) Jan. ~ Feb. 9 Feb. 25 Ma.r. 9 ---- Seattle Ut:iversity of Washington 32 Feb. 26 Me:. 10 !-19.r. 23 Apr. 6 Apr. 17 (elevation 113 feet) 28 (y) Jan. 10 Feb. 2 Feb. 17 Mar. 2 24 ()j) (y) Jan. 17 Feb. 6 Feb. 19 Snoqualmi, Falls 32 Apr. 11 Apr. 23 May 6 May 20 June 1 ( elevat .on 430 feet) 28 Mar. 6 Mar. 18 Apr. l Apr. 14 Apr. 27 24 (y) Feb. 8 Feb. 24 Mar-. 10 Mar. 23 Vashon Island 32 Mar. 10 Max. 23 Apr. 5 Apr. 18 May l. (elevat Con 231 feet) 28 Jan. 14 Feb. 1 .Feb. 23 Mar. 8 Mar. 21. 24 (y) (!/) Jan. 21. Feb. 9 Feb. 24 y Not reported. 90 SP.ECIFISJ OATES IN SPRING AND BEFORE SPECIFIED DATES IN FALL Probe.lli.llty iD fall Period bet'ween la.st occurrence 10 25 50 75 9) in spring and percent p:rcent percent percent percent !l.rst in !e.11 Days Sept. 12 Sept. 23 Oct. 5 Oct. 17 Oct. 28 145 Oct. 7 Oct. l.8 Oct. 30 Nov. 11 Nov. 22 200 Oct. 22 Nov. 2 Nov. 15 Dec. l (y) 252 .. Oct. 10 Oct. 2l Nov. 2 Nov. 14 Nov. 25 201 Oct. 29 Nov. 9 Nov. 22 Dec. 5 Dec. 27 251 Nov. 13 Nov. 25 Dec. 10 (y) (!/) 299 Sept. 2l Oct. l Oct. l• Oct. 26 Hov. 6 157 Oct. 2l Hov. l Hov. 13 Nov. 25 Dec. 6 229 Nov. 7 Nov. 19 Dec. 2 Dec. 2l (y) 286 -------Sept. 30 Oct. ll Oct. 25 Nov. 4 llov. 15 19) -- --------Oct. 22 llov. l Nov. 13 llov. 26 (~) 239 Nov. 2 Nov. 14 Nov. 27 Dec. 13 ( ) 283 Oct. lO Oct. 2l Nov. 2 llov. 15 Nov. 25 207 J::::' ----Oct. 26 Nov. < Nov. 17 Dec. 2 Dec. 16 2,3 Bov. 20 Dec. 5 (Yl . (y) (Yl 325 Oct. 26 Nov. 6 llov. l.8 I 2.0 Dec. l tee~ ll Nov. 2l Dec. l· Dec. 18 (y) l~l 319 Dec. 3 Dec. 19 OJl (y') 348 Sept. 16 . 156 Sept. 27 Oct. 9 Oct. 2l Nov. l Oct. 16 Oct. 27 Nov. 8 Nov. 20 Dec. l 221 Bov. 8 Nov. 19 Dec. 2 Dec. 19 (y) 281 Oct. 15 Oct. 26 Nov. 7 Nov. 19 Nov. 30 216 Nov. l.8 Nov. 24 Dec. 9 Dec. 31 (y) 289 Dec. 2 Dec. 16 Dec. 31 OJ> (y') 344 t 91 01-1U 0-'lJ -8 APPEND/XO Completed Data Forms ROUTINE WETLAND DETERMINAT -DATA FORM .,frojecvStte: H, 6ft r-Sec: 5 ~P.UC!3@C'wner: cr,'t or-l'--<..IJ(Ot--J Township: z. ,,.__, lnvest,gator(s): ,:,, ·-1 -1 Ra119e: s !=-- 1987MANUAL Date: __ 8'+./.-'-7r./Cf+'b:,--_ County: ~)C-/'-'N,-,.....6::...__ \.~Pi·· ciC<..'<\ 't; 2 °F t-/ af-f-ty ?t>"'""'S ,•) l:51-cf-5/.lu'~5.f5fv'1"'-F-li.,- Do Normal Circumstances exist on the stte? v · ((es· No State: Washington Plot ID: "7 P -I Transect ID:=-----Is the stte signfficantly & recently disturbed? (Atypical Situation) Yes <fie' Is the area a potential Problem Area? (explain in final remarl<s) Yes ~ VEGETATION Dominant Plant Soedes Stratum Indicator ~' Pe11•i11a11t Plant Soecies Community ID: ___ _ stratum Indicator 1. 'Sp\!l-'le.ci c\o,,..q~ 5~ F;tc.u,, 2. Am1..-\\]M 6 r::t fa,v.,~.. t\-FAc. 6 .. _,_11.u.lwn U::...,S__:_>-c..::.::b::.:.:m=--___ 1¥. ~$\cJ q"rC- 7. COVI \IO I u. It,:, Sef~'-'"'-" +-\ NP- 3. f:cp,sd:w,,. ±e.hvcr±e; a H .FAM 4. j2.L1QlS fi.-6 ca.,..."" (c\1.5co/,,... \ ...:§:....:n_,___ftt._,__· ""UA::c;__ B •. ____________ ------- 9 .. ____________ ------- -'--~~-----~_s. _____________ -------,o~· ------------------ ---Percent of Dominant Species that are DBL, FACW or FAC (excluding FAC-) HYDROLOGY .Recorded Data (Describe in Remarks): __ Stream, Lake or Tide Gauge __ Aerial Photographs Other None Wetland Hydrology Present? ~ No Basis for determination: I...'..~ t~ _____ % REMARKS: SOILS I Soils Mapped As:. __ 5-"'-'fo'-'.'-"ao...L.:..C""Ci."-'v:._----<JMt:.l.!:"'!.SC.""-"K"--------------Drainage Class:. ___ _ Field Observations 0, "' Taxonomy (Series and Phase):. __________________ . Confirm Mapped Type? I!:) No Profile Description: Depth finches) Hoctmn 0-11- :>r:2. Hydric Soil Indicators: Matrix Color (Munsell Moist\ lo"fR 2./{ . Monie Colors (Munsell Moist} Mottle CAbundance/Contrast} _ Histosol Reducing Conditions .:::£ Histic Epipedon Gleyed or Low Chroma Colors Texture. Concretions Structure etc, Mu c.k ~ v us 5/,'tfd -- -({\J,. s .,ft . rot,rl,,u, ~ J,.C& ., b u "'-1.' SuHidic Odor Concretions _._ Aquic Moisture Regime _ High Organic Content in Surface Layer in Sandy Soils Hydric Soils Present? Q No REMARKS: Organic Streaking in Sandy Soils Usted on Local Hydric Soils List Listed on National Hydric Soils List Basis for determination: ~ rh~ be. ~ f ,'f~ J " v,'."\_...,,_---·--- WETLAND DETERMINATION ~ Is this Sampling Point W~hin a Wetland? I Yes) No Basis for determination: :,, 1 r, .lJ _ "-=' . ·1 _ (.LU.. 1 V\v~ \)C<.i<XM "-'tCv::> INVESTIGATOR: __:r.;,.J_,:.:.;,.· ·.,_~ .;,.! ------- fV-~-t' ROUTINE WETLAND DETERMINATIO" -DATA FORM 1987 MANUAL Date: -=-B.,._/7"-1-/ 1-"b,.__ County: -~ic~-'-'' M='r=-- Preijecl/_Stte: fl6 ,r_ APP li~C'wner; _ _,.c~. :...' -,_I '-{-'-~O:,:__'-_..,i.;:'-<::..·-'-. '-'' -',:_-.;.(,eCV'::_:::J:__ ___ _ friveshgator(s): --'-/'Vl'-'-7"'-'.:.I ___________ _ Do Normal Circumstances exist on the s~e? Sec:. __ '"'~-- Township: 2"·, tJ Range: ?-I::= State: Washington Plot ID: s; (' · '2... Is the stte signtticantly & recently disturbed? (Atypical Situation) Is the area a potential Problem Area? (explain in final remarks) • lfesl No Yes ~ Yes ~ Transect ID: ____ _ VEGETATION Pominant Plant Soedes Stratum Indicator {:f,;'c:P ' pgminant Plant Soecies Community ID: ___ _ Stratum Indicator ,. \2ub.,.5 fYOCM.-e,.,{d1Sc.fo>£h· ~AA 6.P<>J\ ..... ,)") ,f.;.:,_,,,..,,,.~--I fttcu 2 "f.9111t,,,J;.,., +e l'wiote;°' S)-L.!8-]±LI)J 1. Sovk-s a.v.U\~ · ~ ~ 3. ~volv.-lv, ~;u..,.. :i::\ Nr-s. _______________ _ 4. ____________ ------9 .. ____________ -------- 5. ____________ -------10 .. ____________ -------- --Percent of Dominant Species that are ---OBL FACWor FAC {excluding FAC-) REMARKS: HYDROLOGY .Recorded Data (Describe in Remari<s): Stream, Lake or Tide Gauge Aerial Photographs Other None Field Observations Depth of Surface W atsr:._!....;...!.l._ Wetland Hydrology Present? Basis for determination: Hydrophytic Vegetation Present? Q No • _...::'>...::0 __ % Basis tor dete~inati?n: M "'-f<-bw &1/~ ~ SA~ 1,,.-.f "" ""'-,I. < ... Wi:::z..._.. -c-,:..t.-j° t,..(,._,. "' ,,,.~.,f-1 •-.I p (,>v,f PRIMARY Indicators SECONDARY Indicators Inundated Oxidized Root Channels in Upper 12· 4 Saturated in Upper 12· --Water Stained Leaves Water Mari<s == Local Soil Survey Data Drift Lines FAC-Neutral Test --· Sediment Deoosits . --Other (Explain in Remarks} Drainage Patterns in Wetlands -- Depth to Free Water in Pit: I 7 ~n.) Depth to Saturated Soil: 12-(in.) ' . 'I,\ SOILS J[p.:ti · ec,,..I':j 6v.-....;..J M-£Ha<A · Soils Mapped As:._~5/,i~L.:Gc::1.wO.!:"::Y~.Jfu=U=q__-~------------Drainage Class .. ·_---- Field Observations Taxonomy (Series and Phase):.__________________ Confirm Mapped Type? Yes No Profile Description: Depth QncbesJ Hoci20a Matrix Color /Munsen Moist) . Mottle Colors (Munsen Moist) Mottle IAbyndancetContrast) Texture Concretions Slructure etc, Hydric Soil Indicators: Histosol .::::!:::. Histic Epipedon -I-Su\fidic Odor 1 oiR.. a-/1 no l£-kd-U. _____ _ Reducing Conditions Gleyed or Low Chroma Colors Concretions _ _ Aquic Moisture Regime ...,__ High Organic Content in Surface Layer in Sandy Soiis Hydric Soils Present? Q No REMARKS: Basis for determination: ....... B,sti'c. e..r1 ~!d O V\ Organic Streaking in Sandy Soils Listed on Local Hydric Soils List Listed on National Hydric Soils List WETLAND DETERMINATION <5? ·, /I .--,.., - Is th_is Sampftng _Point Within. a Wetland? Yes No INVESTIGATOR:_,_,_.'_'-;__.,..:':..'-----,-,,- Bas JS for determmation: · ,-, [ { +1.; . .. •I . _,,,.---v ~ , :"1< \ Y', _ -YV~ ?C.V-o.~'T.us \J,'~e;._\ ROUTINE WETLAND DETERMINATION -DATA FORM 1987 MANUAL . Prc:i)l:d~, Site: l-i1 ~A-,-C_ (Wllca . ner: --'11-<=t"'""C.J;C!...!.Z::::.--a....:::;:::...... ________ _ Sec: S Township: I>,rJ Range: Z: £ -"/7' 1'7' Date: -~---',;,"'--.,.,'-/~_,_,::;. ,1;; __ County: -...J· V:;....cl.:slJc,;' /.,_, __ ·lnvestiga or(s): _ ___,_,..,,,..::....:....c-<!1'-'v-.-'------------State: Washington , I Do Normal Circumstances exist on the site? ~ No Is the site significantly & recently disturbed? (Atypical Situation) Yes @ Is the ,area a potential Problem Area? (explain in final remarks) Yes @l Plot ID: S, f -) Transect 10: -----Community ID: ___ _ . .VEGETATION /BSO r : . .1.!Po~rn=in:.1Jan'1.lt.cP:i.!awar1..:s;zip,!$eti.cilli!esL. ____ ·._.swtraalll!Um!!l..._u:Joisidc1i;ic:a:atlQ!or .Qtx21r1!!!oiiIIll*iaii'iifil:fP~Jalllnt:JSi.cpll::ec!.iie!tl•L----.SS.tr:trillatl!lum111-_JJ.anrudi~cai!l.to'1.Lc ·-~ 1. Ahw, (t4'.Yt!. T FtK--s. ~11,.> co ..... ~c.i f;h fYfl,. b.) 2. 'c..4. te.\'MQ.+t; C. -...:.\:\...,_·· -FAC»J . 7. Oe,vv../t.,.,.,r.., CMs~Ci":j . s~ N{L {J J 3. jlw,:-.s &~~·eotov ~ . f@ aw \JO \vu.II,!$ ser ·. QM \+ t,ff:2- 9.,.:<;S'ov=bv=S.t....=Cu,C:......C..A .. =Pt....:c:'-"'~~---54l-f:J(2.. li.) 10. ili.!::11M :f)Aa~L ~ar/ [!cu Lt.f j 4-~---------~ ---~-- s-----------~ ----~-- '.:: · Parcant of Dominant Species that are I -, Hydrophytic Vegetation Present? . © Ne ;:;ii~,e~=:ACWor FAC (excluding FAC-) ti I % Basis for determination: .., So o;.::, \)Q.J...: "';'..''.·::R~s:_ thov..~h \w;hu. ~cw, SuweJr11. -5he...~tv§'t ~o/'o/-<J ·"c. T~'H'fDROi.OGY -..J ..J .:J ... -:.J . . ..... . .. :;d~SC.Orded Data (Describe in Remarks): PRIMARY Indicators SECONDARY Indicators .-·"-'':''!"~-Stream, Lake or Tide Gauge _ Inundated Oxidized Root Channels in Upper 12· __ Aerial Pholographs __ Saturated in Upper 12· --Water Stained LeHVes Other Water Marks := Local Soil Survey Data None Drift Lines FAC-Neutral Test == · Sediment Deposits := Other (Explain in Remarks) _ Drainage Patterns in Wetlands Field Observations Depth of Surface Watsr: NA (in.) Depth lo Free Water in Pit: +/-J~-11 Qn.) Depth to Saturated Soil: (in.) Wa~and Hydro!~ ~resent? ~ No RE~KS: cl~{~ Cl-4jA·, ... ·t ~' b~ \'Z I fot:,ll' Bas,sfcrdeterrn,natJon: }\-,,o Q \ p,11 II>\ $Ul'\a"'1:A~ 'N/ IMfl:~.._bµ. $o,1 "l SOILS Soils Mapped As: 5 h,c. lc "--/y\l.l "I'- ... · .. ·.··, Taxonomy (Series and Phase).:_----------------- Profile Description: Depth Cioebe:;) HorizPn 0-{1- 71"1-11 Matrix Color . MotUe Colors !Munsen Moist) !Munsen Moist) I °'i (L --,.Jr I f}f (L3f I IO""/ IL ~tY ·' Motile (Abundance/Contrast) Drainage Class:. ___ _ Field Observations Confirm Mapped T ypa? Yes No Taxture Concretions Strudtrre etc ,'V\o1St M<Ai..k. (~) -b::,Kf 5~ 1-r.. -_ _&J.Yfj_) ..;.I,.--. .. . .--..-~ Hydric Son Indicators: , ... · ________ ,..·c..· ----------- HiS1osol : · :, ~Histic Epipedon _ Suttidic Odor _ Aquic Moisture Regime _ Reducing Conditions ·~"$•(. ...:z:: Gleyed or Low Chroma Colors Concretions _ High Organic Content in Surface Layer in Sandy Soils Hydric Soils Present? ig No Basis for determination: · . \ aw· REMARKS: Organic Streaking in Sandy Soils Listed on Lccal Hydric Soils List Listed on National Hydric Soils List WETLAND DETERMINATION A · Is this Sampling Point W~hin a Welland? ,Yes, No INVESTIGATOR: --'/':_:_1'·:..r.<1,-,.;.:, :,_' ..:..c..c.· '~----- Basis for determination: · 0 \ \ $di o._· VV\ J-0/ f-' 6SC?cr"" ' (! ROUT\NE WETLAND DETERMINAT\('•1 -DATA FORM ProjecVSite: -H ! t°'6tfi" Appllcant/~wner: · v T.,f:rc..-: lnvestigator(s): M ~ . I } Do Normal Circumstances exist on the site? Sec: ".:> Township: C2,r/ R -.-,,- ange: '> "--· 1987 MANUAL r-! /-, Date: _ _,r,""· '-l-;-,k.,.l_""''-/-="'-- County: -,'.,.,· ,....I'.'.:.,.,.../ ,v'"""'h-...__ State: Washington Is the site significantly & recently disturbed? (Atypical Situation} Is the area a potential Problem Area? (explain in final remari<s) 6s) No «es) No .'Yes-~ Plot ID: Sf lf-, Transect ID:=----- Community ID: ___ _ VEGETATION Dominant Plant Soedes S1ra1um Indicator QQmiaaol P!aat ~Q~!;~ Strnt~w Icd!&a!QC 1. &,viv..vk df'<' 2. t-\ " \ c,..S k1 "' ,.tu 1-J EAC,w 6. y EA<~ 7 . • a. ~.-Sf'• 4. § \rw.v "3f . H -a. H· __., 9. s. ___________ _ 10. ---Percent of Dominant Species that are ----OBL. FACW or FAC (excluding FAC-J Hydrophylic Vegetation Present? . e No Basis for determination: 7'1'1.~""' ~ ~., .:• 1},.l H~ .. ~+~ l>-f~ (,-JJ;\-, HYDROLOGY · .Recorded Data (Describe in Remarks): PRIMARY Indicators SECONDARY Indicators Stream, Lake or Tide Gauge Aerial Photographs Inundated Oxidized Roel Channels in Upper 12" ';( Saturated in Upper 12· --Water Stained Leaves Other None -. -Water Marks --Local So~ Survey Data . Drift Lines --FAG-Neutral Test Sediment Deposits == Other (Explain in Remarks) Drainage Patterns in Wetlands Field Observations / l / / I/ Depth of Surfaca Water. f'.I A-(in.) Depth to Free Water in Pit: (p /,. 1 Qn.) Depth to Saturated Soil: 'T . {in.) Watland Hydrology Present? @ No REMARKS: ) o. r. • 1 /1.,,o, Sft.-;""" 1 O :$.J11 • 50'X; Basis for determination: ": .L ..,,_ _ _;! C( TlA,. ~.,"J,.. CY\ SOILS Soils Mapped As: Sh et I CAv !'hi.A-" IL Drainage Class:. ___ _ Field Observations Taxonomy (Series and Phase):,__________________ Confirm Mapped Type? Yes No Profile Description: Depth finches\ Horizon 0-'1 9-12. :712.. Hydric son Indicators: Matrix Color (Munsen Moist) IO'/ P-: .z/ I . Mottle Colors (Munsell Moist) Mottle fAbundance/Contr:astl ~ Histosol ~ Reducing Concfrtions · Histic Epipedon Gleyed or Low Chroma Colors f•. .. . . .. , .. . .. :~if\-.,. Texture Concmtions Structure etc. ··>~Y'f' Iv,; l,\ cJ(. ... o..eat ~o c..fu_j /f>t0,,vv I ' , b.4Ue,k -;z::: SuHidic Odor Concretions ~ Aquic Moisture Regime _ High Organic Content in Surface Layer in Sandy Soils Organic Streaking in Sandy Soils Listed on Local Hyddc Soils List Listed on National Hydric Soils List Hydric Sons Present? @ No REMARKS: p 1\ ~ .£ Basis for determination: {h 2, ±ro •, / WETLAND DETERMINATION G Is this Sampflng Point Wrthin a Watland? : es No Basis for determination: · Q.. /. i -f ~ '/' ee., ROUTINE WETLAND DETERMINATIO~' -DATA FORM ProjecVSite: l·h JMl , ~Olica~er: ./ /.!f.ANhrv- Sec: c;· 1987 MANUAL ·Date: &/ k/9(,. liiv'estlgator(s): /1-'l ;,:b ~ _ _... · Township:~ Range: _s_ County: f t; , State: Washington • ! (/ Do Normal Circumstances exist on the site? J1':; ,'.'.; Plot ID:....,.,,-:.._..., __ _ ls the site signnicantly & recently disturbed? (Atypical Situation) Is the area a potential Problem Area? (explain in final rema ) TransectlD:_,,.----- Community ID: ___ _ VEGETATION Ill'\• D~:nDiaaal Elam S'2i~i~1.i ~H[l11!.!!!J loifis;il!Q r 1. £hc.J~ C{4......_/ ..... u_ ,_, __ &w 6. c...7¥\ V () Iv, A /,_, ( 5 e.w u""'-l-l- 2. ~bi.vs ~10~ ~ Ff.li..A 7. a. Crci ~s,lk hi-~+~ .. +::I re.cw 8. 4. 9. 5-~---------~ ------10 .. ~-------------~--- --·--Percent of Dominant Species that are ---OBL, FACW or FAC (exduding FAC-) ,7 I % Basis for determination: -, · . ( ..., Hydrcphytic Vegetation Present? ~es No _ · /.5"0• V~'i. ~ a ±4 / re e¢\ COIA~ 3vM:'.d do$~ k ~ ~ -t;..illl REMARKS: H0vSL t~ ---~ HYDROLOGY .Recorded Data (Describe in Remarks): __ Stream, Lake or Tide Gauge __ Aerial Photographs PRIMARY Indicators SECONDARY Indicators Inundated Oxidized Root Channels in Upper 12· Saturated in Upper 12· --Water Stained Leaves Water Marks == Local Soil Survey Data Other None . Drift Lines __ FAC-Neutral Test Sediment Deposits __ Other (Explain in Remarks) Drainage Parterns in Wetlands Field Observations / L/ / Depth of Surface Water. /v'f--(in.) Depth to Free Water in Pit: '") / B II On.) Depth to Saturated Soil: / (in.) Welland Hydrology Present? @, No REMARKS: S::,,:,I .Scrf1_._..;(.-cA, @ /'-J ll Basis for determination: ~ t~f +o Ae.t be.c.1.1,-. ... ;,,. Cf1- Taxonomy (Series and Phase):, ________________ _ Plllfile Description: Depth Oocbes\ HortZPo o-1r1 '7-/t..P' IL4+ Hydric Soil Indicators: _ Histosol Matrix Color . Mottle Colors Mottle (Munsell Moist) (Munsen Moist) (Abundance/Contrast} [o'/~3/2 U_·-0~~ lo'/(lst1-'b'.~1~g?~ -~ttl*!;;~~ Uf )o'j(LS/7.. IOj ~ ~jl;) _~l_,,,,c._;-h.t __ _ Reducing Conditions Gleyed or Low Chroma Colors Itxlure Conr:retions, StrudUre etc, ~Jl:1 / ,Myc..fc. _ Histic Epipedon ~ SuKidic Odor _ ._ Aquic Moisture Regime Concretions _ High Organic Content in Surface Layer in Sandy Soils Organic Streaking in Sandy Soils Listed on Local Hydric Soils List Listed on National Hydric Soils List Hydric Soils Present? @ No . REMARKS: -"7'r·:,,;i ":>• -;;:;.,-. CL-•Cct, Basis for determination:.._ I -"': · / ,u Ill _,vly (~Y-QMCt w , .. ont~ WETLAND DETERMINATION /"' , · ~ __.\-·: ,, Is 11:•s Sampr.ng PointWtthin a Wetland? tf_es' No . INVESTIGATOR: {\ -, ~ / Basis for determination: W "{4,w~=-?C.lr. c,..·~\.t..'r":> J'V\-d-· -· ROUTINE WETLAND DETERMINATIO" -DATA FORM Project/Site: fi A rih GPplica_nt'C'wner: _.J_,fu"". "-"'-_,_fu.._ _______ _ lnvesfigator(s): M 90- 1987 MANUAL Sec: S Date: ff&:,) ct fo Township: ?..:i.0 County: 1 JtJ/9·-:;-- Range: ~ State: Washington 00 Normal Circumstances exist on the site? Is the site significantly & recently disturbed? (Atypical Situation) Is the area a potential Problem Area? (explain in final remarks) ~~-· Yes ,No Yes o VEGETATION Dominant Pia.at Soedes Stratum lndicator Qominant Plant Soecies Plot ID: Sp (o Transect ID: ____ _ Community ID: ___ _ Stratvm Indicator 1. {Lbs TA, s c..o r tr./ FAw 6 .. ____________ -------- 2. ________ .c-___ -------7. ____________ -------- 3. ____________ ---"---a. ____________ -------- 4. ____________ ------9. ____________ -------- 5----------------,------10 .. _________________ _ Pereent'of Dominant Species that are / · Hydrophytic Vegetation Present? .. Yes .~ --~oat..FAONorFAC(excfudlngFAC-} cf> ':'. Basisfordetermination: -V\o ,. I '--'"f -· / f •·Cl·<=-o-lo'v'.S _----= REMARKS: jW_ 'Site lka.<, \l\o-f\...~i:5 'c,--..__{-b[ r.c./( bUv.'.a-- HYDROLOGY ·-· -· .Recorded Data (Describe in Remarks): PRIMARY Indicators SECONDARY Indicators Stream, Lake or Tide Gauge Aerial Photographs Inundated Oxidized Root Channels in Upper 12" == Saturated in Upper 12· --Wai.er Stained Leaves Water Marks -Local Son Survey Data Other None Drift Lines --FAC-Neutral Test == · Sediment Deposits == Other (Explain in Remarks} Field Observations __ Drainage Patterns in Wetlands A/ A . --~ ' .... ? ,_, Depth of Surfaca Walsr:~~'-"'~_(in.) Depth to Free Wal.er in Pit: / ,!_<.;. On.} Depth to Saturated Son: ) "-"-(in.) Wetland Hydrology Present? Yes Co\ REMARKS: Basis fer determination: ::5:-./ ~~~L~apped As:._---t,lb~l~'~C\=-_,_nc..O~i_,_._U_..;l-=o-"a-'¥\l\-'---'-£'-·-'-V\'-'e.'---'Sa'-"·-'-..,-".J=-· ___ Drainage Class:. ___ _ Field ObservaJ.ions Taxonomy (Series and Phase}:.__________________ Confirm Mapped Type? Yes No Profile Description: Depth finches) Horizpo 0-10 ,o-§1:,t-___ 'l-'-\ +- Hydric Son Indicators: Histosol Matrix Color (Mum;ell Moist) lo~ (G/1-··· Jo'/ e .. A/~ \O'f I?-: Sfi-1 . Mottle Colors (Munsen Moist) 11 Reducing Conditions Mottle <Abundaoce/Cootrast) Gleyed or Low Chroma Colors Texture, Concretions Structure elc, _5,"ci 'j ,J Oy§'c,v\''c.c- V--R/. v., S o.,<l ~ . . ::; _ Histic Epipedon _ Suttidic Odor _ Aquic Moisture Regime Concretions _ High Organic Content in Surface Layer in Sandy Soils Organic Streaking in Sandy Soils Listed on Local Hydric Soils List Listed on Nalional Hydric Soils List ,,---.. Hydric Soils Present? Yes (No,) Basis for determination: ~ I \ VwJ 11:::\ a_, cc..-111v-S REMARKS: ho+',-w,_b\e, l.f{e_.,.,&!.t.. s.,,· I Wis ETLAh_ S ND DETERMINATION e ."\"'*',.~·. ,, t _,s ampflng Point Within a Wetland? Yes No . INVESTIGATOR:_+~--=-:..-=t-1----:rl/'------- Bas,s for determination: · . " ,,-1-; ~ _\ · \ L.. t y\ " \>J 'Ll \ ()..Q \M ,;) \ C,c-: I er::, ROUTINt: Wt: I LANU Ut: I t:HMINA I IUN • UA I A ,UMM Project/Site: __ ...:.H...:.' .:.' l~(r!,.'.t.::.J...:.i-.c;f"=· ----------Sec: ·"':> 1 ....... ,.u .... ~-· .._ ,c;:-I -tc , Date: .v/ C>/ {b . Applicant/C":wner: _...:.Yc.."...:.b==·-""v'-7'". O:::..tv:.::... ________ _ lnvestigator(s): _--'-/1""" . .,.:.......:T_Y.:._ __________ _ I Township: !)g Range: - County: K.I r/t.r- State: Washington Do Normal Circumstances exist on the site? 6es) No Plot ID: 'Sp -7 Js the site significantly & recently disturbed? (Atypical Situation) Is the area a potential Problem Area? (explain in finai remarks) res-@' Yes@' Transect ID: ____ _ Community ID: ___ _ VEGETATION Dominant Pfant Soecies 1. fLk J1scefov 2.1.tj I -le.I M ci"te..t ~ 3. :71 YAetLJory~~.· 4. A.l',\,1.1 !L ~b V co. Stratum fndicatoc S~ Fltlu J+ F1tw Slci . [PQ,J Tv PAL 5--------~----------= Percent of Dominant Species that are 75, ~~OBL.FACWorFAC(excluding FAC-) _ o/. REMAFIKS: ~Cl V &:+c..k -I . 4t!), ~ -'-----= HYDROLOGY 1 i.s PRIMARY Indicators SECONDARY Indicators .Recorded Data (Describe in Remarks): __ Stream, Lake er Ttde Gauge __ Aerial Photographs Inundated Oxidized Root Channels in Upper 12" == Saturated in Upper 12· --Water Stained Leaves Other Nona Water Marks == Local Soil Survey Data __ . Drift Lines __ FAC-Neutral T~st Sediment Deposits _ Other (Explain m Remarks) ::::::X Drainage Patterns in Wetlands Field Observations MI!,... ll 7211 I I Depth of Surface Waler. ~n (in.) Depth to Free Woi.er in Pit 221../ On.) Depth to Saturated Soil: '"1 (in.) Wetland Hydrology Present? ~ No REMARKS: · Basislordetermination: $piq ,jo ,oee. 1 -\1:zO in S~t '{,J'IOWO~c>:,1 Jw_..Jo 1:t'.1.~ SOILS \ ..1 , o( \ f'i .I · Soils Mapped As: y'\g\Q/',\ 0. Ollll.\-l+ Tlh~ S:l.Y\ct.. Drainage Class:. ___ _ l,J F1&k!Observations Taxonomy (Series and Phase):._________________ Confirm Mapped Type? Yes No Profile Description: Depth finches\ Horjzpo 1'-lo I -.-rtl ..J.. ·O--"1 I ·--- Hydrio Soil Indicators: Matrix Color . Mottle Colors Mottle /Munsen Moist) !Munsen Moist) tAbundanee!Cootrast) /oy~ ?J/1 ~-~1---__ lo'll2.(J!1d~ 7,5y(...Yf0 "i3,1.-t/ S'nt>-f _ Histoscl Reducing Conditions _ Histic Epipedon ~ Gleyed er Low Chroma Colors _ Suttidic Odor Concretions r,xwre Conruticns Structure etc. Organic Streaking in Sandy Soils Listed on Local Hydric Soils List Listed on National Hydric Soils List _ Aquic Moisture Regime High Organic Content in Surface Layer in Sandy Soils ·6tuJA6 Hydric Seils Present? ~ No . REMARKS: /JI f\lol\ttG ~11 J~ Basis for determination: \ C5bJ C.,hv'O~g vJ I Mp-frl?S .·-,,-4.r fc.1ie,, WETLAND DETERMINATION Is this Sampring Point W~hin a WaUand? Q No Basis for determination: · ~,' INVESTIGATOR: __________ _ Project/Site: we I wd cl ' Applicant/owner. DATA FORM 1 (Revised) Routine Wetland Determination (WA State Wetland Delineation Manual or 1987 Corns Wetland Delineation Manna!) Investi11ator(s): A~~~. c:.ec..;.hof!, Oat · . ·/ · 1 ' e. : C ,;'{(-~- County: Jc. ( ,.. • ,,, State: ·-· S/T/R: /_ I ,. \, ' . Do Normal Circumstances exist on the site? yes ~ Community ID: l-i . I ,. ::tJ .7 Is the site significantly disturbed (atypical situation)? .~ no Transect ID: 1 , ••• C. · - Istheareaapotentia!ProblemArea? . yes no I PlotID: i:)c,fH,(,I' :J.!.,/k/...., Exolanation of •rvnical or oroblem area:.5vrlt1,L ,M,·J.;,.,,,'.f1.ft',1 ;;,::;./;l~ll'Jh:U~ ~-~1ft!r,J 7c;" ,-.,,':-,, n '- VEGETATION (For strata, indicate T = tree; S = shrub; H = herb; V = vine) ' Dominant Plant S"".cies Stratum % cover Indicator Dominant Plant S""ries Stratum % cover Indicator 11 I JS\. ,,,J, /1/}) C. "'-· 'r-1 ;?t'i:2 !?) . t.(,~,1/~ µ· 1.:::. J., . . -I I h . ., ,.-r ,() JG {~-/ h;)/, HYDROPHYTIC VEGETATION INDICATORS: % of dominants OBL. FACW, & FAC tQu?, Check all indicators that apply & explain below: C£,,. . r.A-,-/ a,1.) Physiological/reproductive adaptations Wetland plant database Visual observation of plant species growing in areas of prolonged inundation/saturation Morphological adaptations Technical Literature Personal knowledge of regional plant communities Other ( exnlain) Hydrophytic vegetation present? Rationale for decision/Remarks: HYDROLOGY no Is it tlie growing s~on? 1 yes ., no , tit(( Of 5::£;5:>, . o0r ¢,aa525 uh//"/Jn;,JYij V \ Based on: soil temp (record temp ___ _, Water Marks: on Drift Lines: yes(§:) yes~ other (exnlain) Dept of inundation: ..J:+_inches Depth to free water in pit: ~ inches . Deoth to saturated soil: /--,, m, , I L-inches Check all that apply & explain below: Stream, Lake or gage data: __ Aerial oboto=nhs: Other: Wetland hydrology present? yes Rationale for decision/Remarks: , 0 . tv'<dtfl{{.,' of.. 'r-t.::)ty: '(;$.S roi 11:,1/r ,• .JI!,~ A":;)r-0, .J_ "Y#r >"'k'."/, ~4 /' / DO Oxidized Root (live roots) Channels <12 in. ves ,'ii<,;, FAC Neutral: yes en"./ Other (explain): /Yl'} JCj'' ·. ,uc/: Sediment Deposits: yes;_'.JIOL--'J Drainage Patterns: yes ~ Local Soil Survey: yes no ...... , \ ... _ ... Water-stained Leaves yes~ SOILS C'---/ )/ .'-' Map Unit Name _ _,_,{Y/...u...:.,, ... tl'-'-C-,t--'-'-C"'"'· ,,.._. ~Oc.,V'Qc_c·'"'· '-"~'--- ( Series & Phase) / Profile Description Depth Horizon Matrix color Mottle colors (inches) (Munsell (Munsell moist) moist) ? -I z, /!JV(< 2,I I /7'J/V~ t5/')';)::;// :: /2-27/ "7,{:;,c/C,-!)/ 2.-/' /'! 'I , --/-; /0,,./f ,~ - Hydric Soil Indicators: ( check all that apply) --Histosol __ Histic Epipedon Sulfidic Odor -- --· Aguie Moisture Regime __ Reducing Conditions ~ Gleyed or Low-Chroma (=1) matrix -· H: ·dric soils present? .,-· yes ) no R2 onale for decision/Remades: _ · --W, 'land Determination (circle) H, '.rophytic vegetation present? ~. yes no H, dric soils present? --'":i DQ_ yes ' W tland hydrology present? ves no\ Rr,tionale/Remarks: -· 7'fJI!.-v J(l cl_,, .l'..:.A,.:;,;.::'." i1;s mr t2vrl freR-'wti.itf /6 Iv rru:J-. NOTES: l Drainage Class-------'---- Field observations confirm :5} No ma d ? Mottle abundance Texture, concretions, Drawing of soil size & contrast structure, etc. profile (match descrintion) 61 I fit / [):C/Y'--. kJd <O: o-:Jr2V1J e, Sd//0\,' - ,;;, '7'',,./:;Wn 54. . h ., i::.,----'' , .. / ' ' ,.,,..( ....... , , , __ Matrix chroma$ 2 with mottles __ Mg or Fe Concretions __ High Organic Content in Surface Layer of Sandy Soils __ Organic Streaking in Sandy Soils __ Listed on National/Local Hydric Soils List Other (exo!ain in remarks) . Is the sampling point yes -~ within a wetland? /-_,1, __. 0--/ ,....,f V-1.jJfri fv 5dJl@/c,/ :s::i, j ..... -~ -·-...t ,-' Revised 4/97 DATA FORM 1 (Revised) Routine Wetland Determination (WA State Wetland Delineation Manual or 1987 Corns Wetland . eation Delin Manual) Project/Site: "<Jl'f; ~ ;:_Y·t! -<.,' .--~/!} -'>'." ..• ;.-,'.~ ~~r+-J("\ ·--: " ,_. :,_ r ~ I • .- Applicant/ownet: In vesti .,,,or( s): hr" C +fo[l_. ·-•~! . Do Nonna! Circumstances exist on the site? yes ~ Is the site significantly disturbed (atypical situation)? ~ no Is the area a potential Problem Area? yes no , Exolanation of arvoical or nroblem area: \N < J., r -v:: '""' ,., -,: <'. ~ ,-,,I VJ (..c/ VEGETATION (For strata, indicate T = tree; S = shrub; H = herb; V = vine) Dominant Plant S""ries Stratum % covet Indicator Dominant Plant S,,..ries to1"w1a J,, 1ila,,I! H Ch T)__ i:::tv-j A/ J ' -IMJ,11 L ;:rl',,· ~ H 1ri-~ (,tif / I . C I, ,,;i,;'( H .Jo'4 , r ,): -cc ff L) (Ir; "f{l.J Of1.l<:.<; ilr1 v r ,r t,. ! r '."·· Y.:.l·,., (A ~ ·-1v~~lr/,1 ' fly i \:f\-r1 ) v o I HYDROPHYTIC VEGETATION INDICATORS: % of dominants OBL, FACW, & FAC 100b Check all indicators that apply & explain below: Date: lO/ it, jD4- ! .,, County: r(' r,,_, i f:',.,ff}Y- State: -/ ' S/f/R: Community ID: Transect ID: Plot ID: ±;':) Stratum % covet Visual observation of plant species growing in PhysiologicaVreproductive adaptations areas of prolonged inundation/saturation --Wetland plant database Moiphological adaptations --Personal knowledge of regional plant communities Technical Literature Other ( exnlain) Hydrophytic vegetation present? ~ no Rationale for decision/Remarks: Indicator -- .li,_ -- HYDROLOGY Is it the growing season? W, no Water Marks: yes e>...J Sediment Deposits: yes ~ /1c.,;/ flu, C, on Based on: soil temp (record temp· ' Drift Lines: yes no Drainage Patterns: yes('.'._°.) V other ( exnlain) q r,H',,l,S 6/', i I qrJtJ'::;) Dept. of inundation: ,,a;,_ 11 1'1 . ..; inches Oxidized Root (live roo!o} Local Soil Survey: yes c'.".] • I' Channels <12 in. ves . no) Depth to free water in pit p-inches . FAC Neutral: -~ Water-stained Leaves yes no/ yes, -1101 Depth to saturated soil: rvO _v.1 inches ____ , V Check all that apply & explain below: Other (explain): Stream, Lake or gage data: -- Aerial ohoto=nhs: Other: Wetland hydrology present? yes -~no / Rationale for decision/Remarks: -· -6::J,/ ho/--[c, ,cf- SOILS Map Unit Name __ c..,h'-'.;:::....,'-'11_' '"-'''"-,-_-_____ _ ( Series & Phase) Profile Description Depth Horizon Matrix color Mottle colors (inches) (Munsell (Munsell moist) moist) 0~<1 101.2-z./1 q. zZ.:' '1~ 1)0 c5fr?;: -H-,,n vro.nr-b. -- Hydric Soil Indicators: ( check all that apply) Histosol -- __ Histic Epipedon Sulfidic Odor -- __ Aguie Moisture Regime __ Reducing Conditions rx Gleyed or Low-Chr9XIW-.(=1) matrix / Hydric soils present? , yes no -{ Rationale for decision/Remarks':-''· Wetland Determination (circle) Hydrophytic vegetation present? (Ei_) no no Drainage Class-------'--- Field observations confirm ,~ No m ? Mottle abundance Texture, concretions, Drawing of soil size & contrast structure, etc. profile (match descriQtiOn) r .. r: ::,;..£1 ,<... < -C ' ' ' ,,A.__.,, sil~ too. fvl /.:172.) c)r/rlO/, ~ -! ' .:;af, / l.-1 i(f d <Z 91' I __ Matrix chroma s; 2 with mottles __ Mg or Fe Concretions __ High Organic Content in Surface Layer of Sandy Soils __ Organic Streaking in Sandy Soils __ Listed on National/Local Hydric Soils List Other ( explain in remarks) Is the sampling point yes G Hydric soils present? §' Wetland hvdroloav present? ves /tw) within a wetland? Rationale/Remarks: -· f\O \J../0..Wr NOTES: Revised 4/97 APPENDIXB Gordly & Core Properties Renton, Washington 13 ---· --------------~-~--~--~ • ,---~--• ----.. -~~• c~~-, ., ---- Wetland Delineation Report HIGATE SEWAGE LIFT STATION ELIMINATION Renton, Washington Prepared for AGRA Earth & Environmental 11335 NE 122nd Way, Suite 100 Kirkland, Washington 98034-6918 (206) 820-4669 and City of Renton 200 Mill Avenue South Renton, Washington 98055 (206) 277-6179 Prepared by ENTRANCO 10900 NE 8th Street, Suite 300 Bellevue, Washington 98004 (206) 454-5600 December 1996 96038 / Rei:,ort I W.tland& (12/18'V61 I je CONTENTS Page INTRODUCTION BACKGROUND FIELD INVESTIGATION METHODOLOGY FIELD INVEST/GA TION Field Data Results Wetland Delineation Results POTENTIAL WETLAND IMPACTS During Construction During Operation CONCEPTUAL MmGATION REFERENCES Published Documents APPENDIX A -Wetland Map from Original Alignment B -Wetland Map from Surrounding Property C -Growing Season Table D -Completed Data Forms E -Earthen Trench Plug 1 1 1 8 10 14 14 15 15 16 -------- ----------.. --- Sl6038 I Repc,11 / W.ti.nib {12118196) I jc FIGURES 1. Project Vicinity 2. Proposed New Sewer Line Corridor 3. NW/ Wetlands in the Project Area 4 City Inventory Wetlands in the Project Area 5. Wetland Delineation Map TABLES 1. Plant Status and Chance of Growing fn a Wetland 2. Soils in the Project Area ii Page 2 3 4 5 9 Page 6 7 INTRODUCTION This wetlands investigation is for the proposed Higate Sewer Lift Station Elimination project, which is located in Section 5, Township 23 North, Range 5 East, W.M., and in the City of Renton (figure 1). The proposed new buried sewer line would be located in the northeastern quadrant of the intersection of Jones Avenue NE and NE 20th Street along a 15-foot-wide utility easement (figure 2). The investigation was performed to identify and to delineate the jurisdictional boundary of wetlands within 65 feet of the utility easement. ... BACKGROUND Two previous wetland studies have been conducted in the project vicinity. These studies were reviewed prior to conducting the current field investigation. The first study ===0 c:===~was prepared for the original alignment for proposed new sewer line (the original alignment was approximately 120 feet west of the current alignment along NE 20th Street). The results from this investigation indicated wetlands were along only the immediate creek channel and around the existing excavated pond (Appendix A, Phelps 1993). The second investigation was conducted for a private land owner who owns much of the property the proposed new sewer line will cross. The results from this investigation indicated that the wetlands extend across much of the creek valley (Appendix B, David Evans & Associates 1994). Maps from both the U.S. Fish and Wildlife Service National Wetland Inventory (USFWS NWI) and the City of Renton also were examined to see if these government agencies had identified any wetlands as occurring in the project vicinity. The NWI map (USFWS 1988) indicates a seasonally flooded, palustrine (freshwater) scrub-shrub wetland (PSSC, Cowardin et al 1979) in the project area (figure 3). This site corresponds to the blueberry farm immediately south of NE 20th Street and the existing sewage lift station (which is to be eliminated). The City of Renton's wetland map (Renton 1992) indicates a wetland in the same area, but shows the wetland extending north of NE 20th Street (figure 4). FIELD INVESTIGATION METHODOLOGY The wetland investigation was conducted using the "Routine On-site Determination Method" described in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory 1987), as modified (Corps 1991 and 1992). For jurisdictional purposes, wetlands are defined by the U.S. Army Corps of Engineers (Corps) and Environmental Protection Agency (EPA) (Federal Register 1982 and 1980) as: 96038 I Report I Wetlands (12/16196) I jc 1 t 1000 0 1000 SCALE 1:24000 0 2000 3000 4000 CONTOUR INTERVAL 25 FEET NATIONAL GEODETIC VERTICAL DATUM OF 1929 I MIL.£ 6000 1000 rm JASHINGTON QUADRANGLE LOCATION Higate Sewage lift Station -Wetland Delineation Report eENTRANCO Figure 1 Project Vicinity I I I I I I I r. I· .1 I I I I I I I I 1 · 1 J I I I I I _J .) ;; _'.--c~:;.-:"_ ---~-'\:.:· N ::,z ~ ,") N N • 0 ,o" ·.,o· , .. .., ... .. ---. "' "' .. I '· ~.,(19 . ·< \, " .. ~. w ' ......... > -~ ..,o. ,<,· c( ' .... " -t"" o""' ,.v .... ,., .,v .,,,~ .,., Lf4.,1 ,. ,_. ~ l'Sf"-..rr, o..r<Y •. i::-=,z,.,....,,-..; ~ u. l,J z •O I ,2, .. ~ lot 3 "' ' '. C !I! lfa : -,.o ~, ,t_e,-r.,e ~ I · 1 .. ,ss ~ lot 4 .30 ,ss ,~"' . ~ NE 20th Street Higate Sewage Lift Station -Wetland Delineation Report OEHTRAHCO Figure 2 Proposed New Sewer Line Corridor eman i :~,. Higate Sewage Lift Station -Wetland Delineation Report e ENTRANCO Figure 3 NWI Wetlands in the Project Area N 'GTON. S-18 S-1 I I Ill O· ! W-29 I S-11 NE 201 Street PROJECT LOCATION I V ------r 2 ,.., W3K ,.r f I I r I , .__ __ J I I I '-, I I I '--' s-· ;:...--- FIGURE#3 CITY OF RENTON WETLANDS INVENTORY MAP ---HAM MO ND, CO LL IE A l WA D e: -I. IV 1 NG S TONE ASS O CI AT~ S. IN C. __ __, Higate Sewage lift Station -Wetland Delineation Report e ENTRANCO Figure 4 City Inventory Wetlands in the Project Area "Those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted tor life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas.• The presence of the three essential wetland characteristics (i.e., wetland vegetation, soils, and hydrology) were examined by looking for positive indicators of each characteristic. Examination for wetland (hydrophytic) vegetation is done within different plant communities (i.e., communities that are composed of significantly different species of plants). Each plant community along the suspected wetland/non-wetland boundary is .: identified and described and a data point is selected in each different plant community. Plant species are identified around that data point for each different stratum (e.g., tree, sapling, shrub, and herb). The sampling area around the data point is a 30-foot radius ___ _:_c:c for the tree stratum and a 5-foot radius for the sapling, shrub, and herb strata. Through visual estimating, the plants are given a percentage of coverage in each stratum sampling area. The dominant plants in each stratum are determined by selecting plants which have a coverage of 20 percent for each stratum. These plants are included on the list of dominant species. Plant species were identified using the Flora of the Pacific Northwest {Hitchcock and Cronquist 1973). Plants were further identified as to the estimated probability of their chance of occurring in wetland and non-wetland environments, based on the National List of Plant Species That Occur in Wetlands (Reed 1988a, 1988b, and 1993 and Corps 1994) as shown in table 1. Table 1 Plant Status and Chance of Growing In a Wetland Indicator Categories Symbol Estimated Probability Obligate Wetland OBL >99% Facultative Wetland FACW 67%-99% Facultative FAG 34%-66% Facultative Upland FACU 1%-33% Obligate Upland UPL <1% The dominant species and their indicator category for all strata are combined together to determine if the identified dominant vegetation meets the criteria that wetland plants 96038 / Repoit I Wetbnds (12/181961 f j:: 6 comprise most of the plant community. In general, the criteria to meet the wetland vegetation requirements occurs when the dominant plants that have an OBL, FACW, and/or FAG indicator (see table 1) account for more than 50 percent of the total list of dominant species. When this "greater than 50 percent'' threshold occurs, the data point is said to have a positive presence of wetland vegetation. In addition to the percent coverage method, there are other indicators for identifying wetland vegetation. If the plants are observed to be growing under saturated or inundated conditions during the growing season, regardless of the indicator status, the plants should be considered as acting like wetland plants. Morphological, physiological, and reproductive adaptation, and evidence from technical literature also are used to determine if the plant is acting as wetland vegetation. If there is strong evidence of these other indicators, the plant community should be said to have a ' · · ·-·· _ ~-·-positive presence of wetland vegetation. Examination for wetland (hydric) soils starts by digging a pit at the data point and =:::=-=:=c= assessing the soil characteristics. Indicators for hydric soils include: (1) organic soils; (2) histic epipedons; (3) sulfidic materials; (4) aquic or peraquic moisture regimes; (5) direct observation of reducing soil conditions; (6) gleyed, low chroma, and low chroma/ mottled mineral soils; (7) soils on the local or national hydric soils list (note: care must be taken here so as not to include remnant hydric soils); (8) iron and manganese concretions; and (9) coarse textured or sandy hydric soils that have high organic matter content in the surface margin, dark vertical streaks of organic matter in subsurface horizons, or an organic pan (i.e., wet spodosol, an organic layer ''floating" - underground at the water table). Mineral soils were examined using the Munsell Soil Color Charts (Kollmorgen 1988) and the soil characteristics of the project area were reviewed with the Soil Survey King County, Washington and King County Area Hydric Soils List (USDA Soil Conservation Service 1973 and 1989) for hydric soil indicators (table 2 and Appendix B). Soils with a hydric inclusion are soils that, for mapping purposes and constraints, can have small patches of wetland soils (hydric soils) included in the soil area. Table 2 Soils in the Project Area Soil Hydrlc Sym. Soil Name Slope Hydric Inclusion Inc Indianola loamy fine sand 4-15% no no Sm Shalcar muck 0-1% yes nla Q6038 I Repo,t I W.U.nds (1'l/18196J I jc 7 Examination for wetland hydrology starts by visually scanning across the site and in the soil pit, to check for indicators of wetland hydrology. These primary field indicators, in descending order of reliability, include: (1) visual observation of inundation; (2) visual observation of soil saturation in the upper 12 inches; (3) water marks; (4) drift lines; (5) water-borne sediment deposits; and (6) wetland drainage patterns. Secondary field indicators include evidence of: (1) oxidized root channels (rhizospheres) associated with living roots and rhizomes in the upper 12 inches; (2) water stained leaves; (3) local soil survey data; and (4) FAG-neutral test (note: Corps approval is required to use this test). The manual further defines the jurisdictional timing and duration of inundation and soil saturation to meet the hydrology criteria. Non-tidal areas that have a duration of . -·-·---. .;;inundation and/or soil saturation greater or equal to 5 percent of the growing season may have wetland hydrology. Sites with 12.5 percent or greater duration of the growing season are considered to have a positive presence for wetland hydrology. c__-=.::==-::--The growing season is defined as surface temperatures greater than 28 degrees Fahrenheit, for at least 50 percent of the year. The growing season for the site was determined as being 253 days long based on the USDA Soil Conservation Service (now the Natural Resources Conservation Service) Soil Survey for King County Area, Washington (USDA SCS 1973) (Appendix C). The 5 and 12.5 percentages translate into roughly 13 and 32 days, respectively. FIELD INVESTIGATION The field investigation was conducted on August 7 and 8, 1996. The weather during the field investigation was sunny and hot. Since the field examination_ occurred during the driest time of the year, professional judgment was used in some cases, to determine the presence of wetland hydrology. Nine data points were located on the site to look for positive indicators of the three essential wetland characteristics: wetland (hydrophytic) vegetation, wetland (hydric) soils, and wetland hydrology. Data gathered was used to determine the boundary of the project wetland. These data points correspond to the soil pits (SP) and were numbered SP1 through SP9 on pink survey flagging. Cross ditches over the utility easement were also labeled and flagged with pink survey tape. The data points are shown on figure 5, the completed data forms are attached as Appendix D. Soils colors were taken from wet samples unless noted otherwise. 960381 A.port I W.rtatlds (12118'96) I jc 8 Field Data Results Data Point 1. The data point is located in roughly the mid-point along the north/south leg of the new sewer line corridor, and in a scrub-shrub plant community dominated by hardhack (Spiraea douglasil), lady fern (Athyrium filix-femina), giant horsetail (Equisetum telmateia), and Himalayan blackberry (Rubus procera). These plants together indicate the presence of hydrophytic vegetation. A soil pit (SP1) was dug to a depth of 12 inches to look for positive indicators of hydric soils and wetland hydrology. Although the soil was organic (a hydric soil indicator), the soil color was still examined. The soil was determined to be a 1 OYR 2/1 color throughout the core. With the organic soil, hydric soils were considered to be present. The soil pit was saturated to the surface and free standing water was 6 inches below the surface. The wetland hydrology characteristic was considered to be present. This data point was determined to be a wetland since all three essential wetland requirements were met. Data Point 2. The data point is located south of Data Point 1 up a small knoll, and is in a scrub-shrub plant community dominated by Himalayan blackberry, giant horsetail, and hedge bindweed (Convolvulus sepium). Although not listed as a wetland plant, the blackberry is known to be a vigorous grower in seasonally flooded wetlands. In this case, the blackberry was considered to be acting as a wetland plant, based on the shallow water table. The positive presence of hydrophytic vegetation was assumed. A soil pit (SP2) was dug to a depth of 15 inches to look for positive indicators of hydric soils and wetland hydrology. The soil was organic (a hydric soil indicator) in the upper 6 inches and mineral below this. The soil color was examined in the sandy mineral soil and was determined to be a 1 OYR 3/2 color. A strong sulfidic odor was also present in the soil. With the 6-inch organic soil layer (histic epipedon) over the saturated sandy soil, hydric soils were considered to be present. The soil pit was saturated at 12 inches and free standing water occurred 15 inches below the surface. The typical groundwater level was assumed to be much higher at the beginning of the growing season (March). The wetland hydrology characteristic was considered to be present. This data point was determined to be a wetland since all three essential wetland requirements were met. Data Point 3. The data point is located west of Data Point 1, up on a slight mound. The data point is in a plant community dominated by red alder (A/nus rubra), giant horsetail, and Himalayan blackberry. These plants together indicate the presence of hydrophytic vegetation. 96038 / R~ I W.tlatm (12/1819611 JC 10 A soil pit (SP3) was dug to a depth of 18 inches to look for positive indicators of hydric soils and wetland hydrology. The soil has an organic layer (a hydric soil indicator) in the top 12 inches and a mineral soil below. The silty textured mineral soil was determined to be a 10YA 3/1, with mottles of a 10YA 4/4 color. With the organic soil layer (histic epipedon) over the low chroma, silty mineral soil, hydric soils were considered to be present. No water or saturation was observed in the soil pit. But due to the proximity and shallow elevation change from the surrounding area determined to be a wetland, the soil pit would be expected to be saturated within 12 inches of the surface, at the beginning of the growing season, for a sufficient duration to meet the jurisdictional hydrology requirements. The wetland hydrology characteristic was assumed to be present. This data point was determined to be a wetland since all three essential wetland requirements were met. Data Point 4. The data point is in a disturbed plant community (i.e., front yard of a house and maintained as a lawn) just north of NE 20th Street, and is dominated by creeping buttercup (Ranunculus repens), velvet grass (Ho/cus /anatus), horsetail (Equisetum sp., likely telmateia), and unidentifiable grasses (due to the mowing). These plants together indicate the presence of hydrophytic vegetation. A soil pit (SP4) was dug to a depth of 12 inches to look for positive indicators of hydric soils and wetland hydrology. Although the soil was organic throughout the core (a hydric soil indicator), the soil color was still examined. The soil was determined to be a 10YR 2/1 color in the upper 12 inches and 7.5YR 2/0 below that point in the core. With the organic soil, hydric soils were considered to be present. The soil pit was saturated to 4 inches from the surface and free standing water occurred 6 inches below the surface. The wetland hydrology characteristic was considered to be present. This data point was determined to be a wetland since all three essential wetland requirements were met. Data Point 5. The data point is located north of Data Point 1, next to a fallen and grown over barn. The data point is in a scrub-shrub plant community dominated by reed canarygrass (Phalaris arundinacea), giant horsetail, and Himalayan blackberry. These plants together indicate the presence of hydrophytic vegetation. A soil pit (SP5) was dug to a depth of 18 inches to look for positive indicators of hydric soils and wetland hydrology. Although the upper part of the soil was organic (a hydric soil indicator), the soil color was still examined for the mineral soil below. The soil was determined to be a 1 OYA 3/2 color (dry) in the sandy/mucky soil from Oto 7 inches. From 7 to 14 inches, the sandy loamy soil was determined to be a 1 OYA 512 color with 96038 t A.pert I W-"-!'lds {1~181961 l jr;: 11 Map Unit Name: Indianola loamy fine sand . Taxonomy (Subgroup) Profile Description: Depth (inches) Horizon 0-10 10-20 Hydric Soil Indicators: -----·-,--- Histosol --Histic Epipedon --Sulfidic Odor Matrix Color (Munsell Moist) 10YR 3/2 10YR 4/3 -----==·=:--=-=-----Probable Aquic Moisture Regime -- --Reducing Conditions Gleyed or Low Chroma Colors -- Remarks: Mottle Colors (Munsell Moist) 10YR 516 --- SAMPLE PLOT ....:;S.:..P..;..1 _____ _ Drainage Class: Somewhat excess Field Observations Confirm Mapped Type YES NO Mottle Abundance/Contrast Very few Very faint Concretions Texture, Concretions, Rhizospheres, etc. Roots and loam Loamy fine sand ---High Organic Content in Surface Layer Organic Streaking --- ---Listed on Local Hydric Soils List ___ Listed on National Hydric Soils List ___ Other (Explain in Remarks) Soil appears to drain moderately well following seasonal storm events Prominent redoximorphic features NOT present Field indicators of hydric soil NOT present WETLAND DETERMINATION Hydrophytic Vegetation Present? Hydric Soils Present? Wetland Hydrology Present? Remarks: ¥eS YES YES WETLAND CRITERIA NOT MET Is this Sampling Point within a Wetland? Well managed lawn with roadside ditch directly to the west Appears to drain moderately well following seasonal storm events. .,.,--,. , I :E/) NO ponding or other evidence of wetland hydrology patterns evident Limited area west of road along western boundary is dominated by reed canarygrass, willows, Douglas spiraea, and blackberries. SAMPL~ PLOT SP2 __.;;_;_:;;..._ _____ _ DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE WETLANDS DELINEATION MANUAL) _N_E_2_0_1h_S_tr_e_e""'t,'--C_it,,__y_o_f_R_e_n_to_n ______ Date: 21 FEB 03 Project/Site Applicant/Owner: Jaeger Engineering County: King ....::==-=.:.:,.;:.;.;.;;.;.;.;.:.,_.______________ __:::_ ___ _ Investigator: ...;.;H;;:;a;;:;b..:.;ita;::.:.t....:T..:e..:c..:.;h;,;.n;;.,:o;;..:l..:o_..gc..ie:.;s~-----------State: Washington Have vegetation, soils, or hydrology been disturbed? Is the area a potential Problem area? YES NO YES NO Community ID: Transect ID: VEGETATION (Note those species observed to have morphological adaptations to wetlands with an") I Dominant Plant Soecies Dominant Plant Soecies Stratum Indicator 1. Manaaed lawn 2. Rubus procera s FACU 3. 4. ... . 5. 6. 7. 8. Percent of Dominant species that are OBL, FACW, or FAC --% (except FAC-). Include species noted(") as showing morphological adaptations to wetlands Describe Morphological Adaptations: Stratum Indicator --'" . . .... . ... emarks: Edqe of managed lawn and blackberrv thicket HYDROLOGY Recorded Data (Describe in Remarks): Stream, Lake, or Tide Gage Aerial Photograph other No Recorded Data Available FIELD OBSERVATIONS: Depth of Surface Water: Depth to Free Water Pit: --Depth to Saturated Soil: -- none ?inches Wetland Hydrology Indicators: Inundated x Saturated in upper 12" Water Marks Drift Lines Sediment Deposits Drainage Patterns in Wetlands Oxidized Root Channels in Upper 12 " Water -Stained Leaves Local Soil Survey Data Other (Explain in Remarks) Remarks: Onsite assessment during period of seasonal rain events Appears to drain moderately well following seasonal storm events Field indicators of wetland hydrology NOT present . \ I ------··- ; i [ __ l N'Z. w,~",;;1-. ---····· r I I I I ROUTINE WETLAND DETERMINATION-DATA FORM 1987 M.ANUAL Sec: 5 Township: 7-,., rv Range: ~ .. .' -/ ...... /' l-i !/t·.J.l --,--c;:;,. Date: '<",'/ ~, l'-!1c; County: V /M/~ State: Washington Do Nonnal Circumstances exist on the sfte? ls the sfte signtticantly & recently disturbed? (Atypical Situation) Is the area a potential Problem Area? (explain in final remarl<s) (,jft"'? Nq_ Yes (No· Plot ID: S p )s" Transect ID:----- Yes L~o' Community ID: ___ _ VEGETATION Dominant Plant Species =--=-== P an:ent of Dominant Species that ara OBL, F ACW or FAC ( excfuding FAC-) Stratum indicator ft C, e v..-.l ti,1,1-(. {p_/..a-4,,,,._ 1. 4CP::l-~ r1-trlloW\ s. $c,./1i, la Si&:#-" Stratum REMARKS: ~ 51 of: 'h ~vv, s p 1:: HYDROLOGY PRIMARY Indicators SECONDARY Indicators Jndicator ,~.~ F/Tu-1 fACw FAcu fricu J .Recorded Data (Describe in Remarks): __ Stream, Lake or Tide Gauge __ Aerial Photographs Inundated Oxidized Root Channels in Upper 12" == Saturated in Upper 12" --Water Stained Leaves Other Water Marks == Local Son Survey Data None Drift Lines FAC-Neutral Test == · Sediment Deposits == Other (Explain in Remarl<s) __ Drainage Patterns in Wetlands Field Observations Depth of Surfaca Waisr. I', ·p.c-(in.) Depth to Free Water in Pit:/ 1-lf On.) Depth to Saturated Soil: ) 2..1./ {in.) Wet!and Hydrolo_gy ~resent? Yes .Nc0 ~ REMARKS: ve.,~ 5~ So; I Basas for determmat,on: 1\,Q I\,\ d I Cl'-iv' s / \..\Ml i\w-v wo:id<) \.-.a.1.1-e lfw ba,ie.J ""' -lo fl? SOILS I I • · 0 0 1 Soils Mapped As: l<\ d.\ C,.u,{ C. g 00".W::\ t"M.D... ~ Drainage Class.:_---- -:::J Field Observations Taxonomy (Series and Phase).:_-----------------Confirm Mapped Type? Yes No Profile Description: Depth Matrix Color . Mottle Colors finches} HorizPo (Munsen Moist} {Munsen Moist) (5-9 cit"\ Io'/~ --i/1 Cl-)'.6 __ 11 \D'JP-lof..Pvb/3 I0'/(1.96 W,-J.Yt 11 Jo':IP.. 0/2 17-16'/f=Lf /!!> Mottle {Abundance/Contrast) r,xnm, Concretions Structure elc ~ w/ ""c. eui~c-~ :J '[ e..r 'j 5 cyJ, :; . \ 1 \I Hydric Son Indicators: ,, · L _ Histosol Reducing Conditions .../> Organic Streaking in Sandy Soils ul:5 · _ Histic Epipedon ::X Gleyed or Low Chroma Colors _ Listed on Local Hydric Soils List . _ Su~idic Odor Concretions _ Listed on National Hydric Sons List _ Aquic Moisture Regime High Organic C-Ontent in Surface Layer in Sandy Soils ;h.v,.,, Hydric Soils Present? @ No . REMARKS: ~ ~c,;j-~ ) ~ ~ Basis for determination: \,t,JJ C}."'"'r-".) · w\ v-,., 11.t. ~ b-,.t· ,;/; c._ i,.."r" '\•C i Ir-.) WETLAND DETERMINATION {V u }:"'. ~. Is this Sampling Point Wrthin a Wetland? Yes o INVESTIGATOR:_.......<.CJ_..,__~-A--"''---·---- Basas for determination: ·cw~ rJ.._ 'f'JV-; \'Vle.-"t v<; p,,ts<!;;r- MUU I ""c vvc: I L/"\l'IU UC:: I t:r\Mll'11'\ I IUl'lt -1.Ji'\ Ir'\ runM 1:::::1'01 Ml"\.l'IVl"'\1.. Projecl/ ne: f+J. r~ Ilea . ner: _e nvestlgator(s): Mfi2 C Sec: / Township: 7'2.tv Range: ~ r f; I.-,· Date:--'''""'"""' ... '".:.-;·-'·,._..,'-. __ County: _,,·,.,.14""""· pN..,rS::: ... · __ State: Washington Do Normal Circumstances exist on the sne? (Yes) No Yes~ Yes~ Plot ID: 5'f 'z Is the sne signHicantly & recently disturbed? (Atypical Situation) Is the area a potential Problem Area? (explain in final remarks) Transect ID:_· ___ _ Community ID: ___ _ VEGETATION P9minant Plant Spades 1. Fha~ an>-vd,~ 2.0? 1 t~~t~A 3.~ t..~w .,. 4. ~'vV\ 1/A uJt~ l W 'Li.\ '> l I s. flqcvi.""" vt&'::-5 Percent of Dominant Species that are =:-_-::eel, FACW or FAC {excluding FAC.) s1ratum Jndjcator _,;.H-_· _. _,fft(u...!..Ll-<=J 6. ~~ ~. lJ __;,I_' _ _,_fAw..:;.' o.,r',;._ 7. th-M f¥ ~ 1-1 .Vf/QJ) e. Tur,J0 ~e<-!S~ Stratum Indicator )/ Fr,ct..0 5U · f'/()JJ k . <,::,,_,-. ~ J ' ---~ 9 •. __________________ _ r+ ~AC/)._ 10 .. ____________ _ ~-o _____ % Hyd!°"phytic Veg~tat_ion Present?. e No REMARKS: pya'., 0 IA 'fMk Basis for determ1nation: :::::, $,> "'/., 1.,.1\... Vl:) _-· ___ HYDROLOGY .Recorded Data (Describe in Remarks): __ Stream, Lake er Toda Gauge Aerial Photographs Other None PRIMARY Indicators SECONDARY Indicators Inundated Oxidized Root Channels in Upper 12· Saturated in Upper 12· --Water Stained Leaves Water Marks == Local Son Survey Data Drift Lines FAC-Neutral Test --· Sediment Deposits == Other (Explain in Remarks) Drainage Patterns in Wetlands Field Observations Depth of Surface Water. N /t (in.) Depth to Free Water in Pit: > I R f,n.) Depth to Saturated Soil:';/ R {in.) WeUand Hydrology Pres ant? Yes' No REMARKS: Basis for determination: C. ~cl bJ 0y,.. ~Cl "y y~ - SOILS I I I . (I . - Soils Mapped As: , h cl I Qrvl) ex I_ (P\'v,.'y\ tv»e,. $a"J . Drainage Class:. ___ _ -:J Field Observations Taxonomy (Series and Phase):.__________________ Confirm Mapped Type? Yes No Profile Description: Depth Qocbe•> Horjzpn Matrix Color CMva•ell Moi•I) . Mottle Colors (Munsen Moist) Mottle CAbundanee!CoD1rast1 Tex!ure Coneretjoo• Structure etc CQ:d) wt :hps-Z Hydric Son Indicators: Histcsol _ Histic Epipedon _ SuHidic Odor _ Aquic Moisture Regime - Reducing Conditions Gleyed or Lew Chroma Colors Concretions _ High Organic Content in Surface Layer in Sandy Seils REMARKS: Hydric Softs Present? Q ;;:: Basis fer determination: 1 .. , r, . · W "'-' <..,.,Y' v O'\-" CA. . Organic Streaking in Sandy Soils Listed on local Hydric Soils List Listed on National Hydrfc Soils List WETLAND DETERMINATION t.Ac;J'-"\_./ Is ~s Sampfing feint Wrthin a Wetland? ,?.:l; Ne INVESTIGATOR: __ _,_[___'. _ _,_ '\-8----+1----- Basis fordetarmmaticn: · ctU, .~ ~y--~ ===========-- APPEND/XE Earthen Trench Plug ~-.~, TRENCH PLUG WITH SELECTED LO'I 1"£/Hl(J.81.£. 1t011ClsPEIISIB1.£ . CLAY IIA.T[Rl,'.L 111111. Pt,'.ST/Clrt INC/£.X OF IOL COIIPJ.CrEO TO 9SX RELATN£ COMPACTION. SEE NOTE Z. 8,'.CKrlU A~ to\ R[a.JIRE.O ,---1---..;;t· ... TRENCH. EJOrTOU ~ TOP OI' TR£ IICII ~~~~= NOTES: •. .•' ...... . . ·.~ '--PIPE MCONG I. TRENCH PLUG SHALL 8£ MYED INTO !J.CH SIDc ,'.NO OOTTOJ/ OF TRENC/1 A J/INIWJJ Or 6•, 2.. · WHERE SUITABLE IJ/PclNIOUS 1/,'.Tf;fll,'.L IS NOT .i,VAILA&.E. L£,'.N J//X COIICA£TE IIAY BE SU8STtTlJTf(l J, PROV/(£ TR!NCH PLUGS .i,T LOCATIONS .AIIO llffE~ALS SP.EC1Ft£D. EARTHEN TRENCH PLUG'~-8__. ------------- HABITAT TECHNOLOGIES April 9, 2003 Mr. Jim Jaeger @ Jaeger Engineering 9419 South 204th Place Kent, Washington 98031 RE: Wetland and Drainage Corridor Site Assessment NE 201 h Street Parcels, City of Renton Dear Mr. Jaeger, oEV~~~i~eWo"I.NING JAN 2 3 200~ RECEIVED DEVELOPMENT PLANNING CITY OF RENTON MAR 2 8 2003 RECEIVED ~----------- Following your request Habitat Technologies has completed an onsite ·wetland and drainage corridor assessment of a combination of parcels located along the northern ..::___:_______ __ :,._ecc°;"cside of NE 201h Street, generally between Jones Avenue NE to the west and Aberdeen Avenue NE to the east, City of Renton, King County, Washington (Figure 1). The project site was approximately 6.0-acres in total size and was located within an area of older single-family homesites that was becoming quickly in-filled with additional single- family homesites. Onsite assessment followed the established criteria and methods as defined within the Corps of Engineers Wetlands Delineation Manual (1987 Manual), the Washington State We/lands Identification and Delineation Manual (Wash. Manual); the Washington Department of Natural Resources (WDNR) Forest Practice Rules, and City of Renton Environmental Regulations. BACKGROUND INFORMATION National Wetland Inventory Mapping The National Wetland Inventory (NWI) mapping completed by the U.S. Fish and Wildlife Service was reviewed as a part of this assessment. This mapping resource did not identify any wetland or drainage corridor areas within the project site. This mapping resource did identify a small wetland offsite to the southwest of the project site. This offsite wetland was identified as palustrine, scrub/shrub, seasonally flooded (PSSC) (Figure 2). State of Washington Priority Habitats and Species The State of Washington Priority Habitats and Species (PHS) Mapping was reviewed as a part of this assessment. This mapping resource did not identify any priority habitats or priority species within the project site. This mapping resource did identify the same small offsite wetland as defined within the NWI mapping above. wetlands, streams, fisheries, wildlife -mitigation and permitting solutions 1 P.O. Box 1088, Puyallup, Washington 98371 NE 20 ., Street 03023 voice 253-845-5119 fax 253-841-1942 e-mail habitattech@qwest.net State of Washington Department of Fisheries Stream Catalog The State of Washington Department of Fisheries Stream Catalog was reviewed as a part of this assessment. This mapping resource did not identified any streams within or adjacent to the project site. City of Renton Wetland Mapping As a part of project site planning, the City of Renton provided the project team with a map depicting a wetland area offsite to the west of the project site. The outer boundary of this offsite wetland was further depicted as "flagged." Soil Mapping -----The soil mapping inventory completed by the Soils Conservation Service (now Natural Resource Conservation Services) was reviewed as a part of this assessment. This mapping identified the soils throughout the project site as Indianola loamy find sand. ====::c;r·his soils series is defined as somewhat excessively well drained and formed in sandy, recessional, stratified glacial drift. Indianola soil is not listed as "hydric." This mapping resource also identified an area dominated by Shalcar muck offsite to the southwest of the project site. The location of this soil generally coincided with the wetland defined within the NWI mapping above. Shalcar muck is defined as a very poorly drained organic soil. This soil is listed as "hydric." ONSITE EVALUATION Evaluation Methodologies Onsite wetland and drainage corridor assessment was completed on February 21, 2003. This assessment followed the methodologies and procedures defined in the 1987 Manual, the Wash. Manual, the WDNR Forest Practice Rules, and City of Renton Environmental Regulations. Wetlands are transitional areas between aquatic and upland habitats. In general terms, wetlands are lands where the extent and duration of saturation with water is the primary factor determining the nature of soil development and the types of plant and animal communities living in the soil and on its surface (Cowardin, et al., 1979). Wetlands are generally defined within land use regulations as "areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions" (1987 Manual). Wetlands exhibit three essential characteristics, all of which must be present for an area to meet the established criteria within the Wash. Manual and the 1987 Manual. These essential characteristics are: 2 NE 2o'h Street 03023 1. Hydrophytic Vegetation: A predominance of plants that are typically adapted for life in saturated soils. 2. Hydric Soil: A soil that is saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper horizons. 3. Wetland Hydrology: Permanent or periodic inundation, or soil saturation to the surface, at least seasonally. A stream is generally defined as a location where surface waters produce a defined channel or bed. A defined channel or bed is typically an area which demonstrates clear evidence of the passage of water and includes, but not limited to, bedrock channels, gravel beds, sand and silt beds, and defined channel swales. A stream need not _____ contain water year-round. A stream typically does not include irrigation ditches, canals, storm -or -surface -water-run-off devices, or other artificial watercourses unless the ----constructecr-watercourse conveys a stream which naturally occurred prior to the construction of such watercourse. Field Observations • The project site was dominated by a number of single family homesites, associated outbuildings, managed lawns, and managed garden/orchard/landscaped areas. The plant communities within these areas was identified as non-hydrophytic in character (i.e. non-wetland) and had been managed for several years. As identified at sample plots within this plant community the soil was generally a fine sandy loam to loamy fine sand and did not exhibit prominent redoximorphic features. These areas appeared to drain moderately well to well, and did not exhibited field indicators of wetland hydrology (Figure 4). • Two small, groves of mature second growth Douglas fir (Pseudotsuga menziesil) trees were present within the project site. The first grove was located generally within the highest elevation area in the central portion of the project site. The understory within this central area appeared to have been managed by prior land uses which have kept the understory fairly well restricted. The second grove was located within the northwestern corner of the project site. The understory within this second grove had not be managed and was fairly dense. Additional species observed within these to Douglas fir groves included big leaf maple (Acer macrophyl/um), red alder (A/nus rubra). Himalayan blackberry (Rubus procera), evergreen blackberry (Rubus laciniatus), vine maple (Acer circinatum), Scot's broom (Cytisus scoparius), salal (Gau//heria shal/on), Oregon grape (Berberis neNosa and Berberis aquifolium), Indian plum (Oemleria cerasifo,mis), holly (/lex spp.), wild rose (Rosa gymnocarpa), bracken fern (Pteridium aquilium), sword fern (Po/ystichum munitum), and bleeding heart (Dicentra formosa). The plant community was identified as non-hydrophytic in character. As identified at sample plots within this plant community the soil was generally a fine sandy loam to loamy fine sand and did 3 NE 20'h Street 03023 not exhibit prominent redoximorphic features. These areas appeared to drain moderately well to well, and did not exhibited field indicators of wetland hydrology. • A fallow pasture area was identified within the northeastern portion of the project site. The plant community within this area was dominated by a mixture of grasses and herbs that was becoming overrun with invasive shrubs. The plant community within this fallow pasture area was identified as non-hydrophytic in character. As identified at sample plots within this plant community the soil was generally a fine sandy loam to loamy fine sand and did not exhibit prominent redoximorphic features. This area appeared to drain moderately well to well, and did not exhibited field indicators of wetland hydrology. • A roadside ditch was observed along the western edge of the project site. A small p_or1ion of Ibis ditch was dominated by Douglas spiraea (Spiraea douglasil) and reed canarygrass _ (Phalaris arundinacea). An internal south-to-north roadway was present directly west of this ditch. This roadway allowed access from NE 201 h Street to a single family homesite directly west of the northwestern corner of the project site. A small area dominated by Douglas spiraea, reed canarygrass, and willows (Salix spp.) was observed to the west of this offsite access roadway (Figure 4). This plant community appeared to extend further to the west and become a part of a north-to-south swale. This offsite swale appeared to exhibit wetland characteristics and to general follow the area defined as 'wetland" within the City of Renton wetland mapping noted above. However, only one area (i.e. that area adjacent to SP1 as depicted in Figure 4) appeared to be within 100 feet of the western boundary of the project site. FINDINGS AND CONCLUSIONS Onsite assessment was completed on February 21, 2003 following the methods and procedures defined within the Wash. Manual, the 1987 Manual, the WDNR Forest Practice Rules, and City of Renton Environmental Regulations. This assessment identified that no area within the project site exhibited all three of the established criteria for designation as a "wetland." In addition, this assessment identified that no area within the project site exhibited characteristics typical of a "stream." The only area that exhibited wetland characteristics within 100 feet of the project boundary was located directly west of SP1 along the western boundary of the project site. This offsite area appeared to extend further offsite to the west and become a part of a much larger north-to-south wetland complex. This offsite wetland complex included forest, shrub, and emergent plant communities. In addition, a part of this offsite wetland complex included a commercial blueberry orchard to the southwest of the project site. 4 NE 20'" Street 03023 RECOMMENDATIONS The City of Renton regulates development activities in and around wetland and stream areas. In addition, the U.S. Army Corps of Engineers, the Washington State Department of Fish and Wildlife, and the Washington State Department of Ecology regulate activities undertaken within or with the potential to impact "waters of the U.S." (Corps) and "waters of the State" (WDFW/WDOE). Should site development planning move forward it is the recommendation of Habitat Technologies that the boundary of the offsite wetland be identified and made a part of the project site plan. This offsite wetland appeared to meet the criteria for designation as a City of Renton Category 2 Wetland. The standard City of Renton buffer for a -~-----Category 2 Wetland is 50 feet as measured perpendicular from the wetland edge. The identification of this offsite wetland would allow for a better understanding of the amount of developable property present within the project site and how much area ====.would be required for retention onsite as buffer for this offsite wetland. The City of Renton allows for the modification of the buffer on a case-by-case basis. Such modification may include a reduction in the buffer width up to 25% of the standard buffer width if the modification includes a buffer enhancement plan using native vegetation. Thank you for allowing Habitat Technologies the opportunity to assist with this project. Should you have any questions or require additional assistance please contact me at 253°845-5119. Sincere!~ ·~ ~ r k;v,,'-"-\ l _j V ,._).__Q," ~ Thomas D. Deming """ 5 NE 20'" Street 03023 , FIGURES -~------------··· ..•. 6 NE 20'" Street 03023 , ,(. '~ V?. !ER /A.It· BOAT LA CH .··r HABITAT TECHNOLOGIES Figure 1 Site Vicinity ,,, HABITAT TECHNOLOGIES Figure 2 NWI Resource Mapping .•..• • -· .. ... ,=,:t~·~111 ,,. ...•. ,. ···-fr • • .• . •r=i'i'• ·:1f.:.·:11~;·~ •• --~···· .,.,. :-,-.,dj,J'?",;, ···:~-_.... ., ........ • • .. -~ .. ii'-/,1191'• .... • ··-9; HABITAT TECHNOLOGIES • • Figure 3 Soil Mapping home home 11ocon1 home home 5 SP3 lawn SP4 Douglas fir grove s home QI QI E ... ::, 0 .c lawn U) garage home C a. 3 .2 ci garage -blackberry thickel -- Douglas fir grove QI ---E 0 f -SP2 home SP5 .c QI s E s 0 .c lawn approximate edge of garden a, E offsife wetland 0 -· --·, .c l garage lawn lawn garage . I *' . ~Pl '--·_JI lawn home garage I home lawn I home QI Ii E 0 .c QI ,, lawn E home home 0 home .c I: NE 20th STREET S numbered sample plo1 0 200 scale rn feet Figure 4 HABITAT TECHNOLOGIES Site Description Not From Survey ,, ' REFERENCE LIST Adamus, P.R., E.J. Clairain Jr., RD. Smith, and RE. Young. 1987. Wetland Evaluation Technique (WET); Volume II: Methodology, Operational Draft Technical Report Y-87, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Mississippi. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. Office of Biological Services, U.S. Fish and Wildlife Service, U.S. Department of the Interior, FWS/OBS-79/31. Environmental Laboratory. 1987. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer Waterways Experiment Station, Vicksburg, ____ Miss. Hitchcock, C.L., A. Cronquist. 1977. Flora of the Pacific Northwest. University of Washington Press. Seattle, Washington. Reppert, RT., W. Sigleo, E. Stakhiv, L. Messman, and C. Meyers. 1979. Wetland Values -Concepts and Methods for Wetland Evaluation. Research Report 79-R1, U.S. Army Corps of Engineers, Institute for Water Resources, Fort Belvoir, Virginia. U.S. Department of Agriculture, Soils Conservation Service. Soils Survey of King County Area Washington, June 1973. Washington State Department of Ecology. 1997. Washington State Wetlands Identification and Delineation Manual. Publication Number 96-94. Washington State Department of Fisheries, Catalog of Washington Streams and Salmon Utilization, Volume 1., 1975 7 NE 201 " Street 03023 ,, ' APPENDIX A -FIELD DATA FORMS · ----.----· --------··--·--·---"" ·--~ "------.------------------------. ------ 8 NE 20th Street 03023 SAMPLC: PLOT SP1 -"'-'-------DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE WETLANDS DELINEATION MANUAL) NE 20 1h Street, City of Renton Date 21 FEB 03 Project/Site Applicant/Owner: Investigator: Jaeger Engineering County: King --=---=-----=--------------,..,..,...a.,-,---,----_H_a_b_i ta_t _T_e_c_h_n_o_l_o ... gc....i e_s ____________ State: Washington Have vegetation, soils, or hydrology been disturbed? Is the area a potential Problem area? YES NO YES NO Community ID: Transect ID: VEGETATION (Note those species observed to have morphological adaptations to wetlands with an') Dominant Plant Soecies Stratum Indicator I Dominant Plant Soecies Stratum Indicator 1. Manaqed lawn 2. 3. 4. --------. -- 5. 6. 7. 8. Percent of Dominant species that are OBL, FACW, or FAC --% (except FAC-). Include species noted (') as showing morphological adaptations to wetlands Describe Morphological Adaptations: Remarks: Manaaed lawn HYDROLOGY _ Recorded Data (Describe in Remarks): __ Stream, Lake, or Tide Gage Aerial Photograph Other No Recorded Data Available FIELD OBSERVATIONS: Depth of Surface Water: Depth to Free Water Pit: Depth to Saturated Soil: -- 15inches surface . ·-. ... . . Wetland Hydrology Indicators: Inundated X Saturated in upper 12" Water Marks Drift Lines Sediment Deposits ··-·· . . Drainage Patterns in Wetlands Oxidized Root Channels in Upper 12 " Water-Stained Leaves Local Soil Survey Data other (Explain in Remarks) Remarks: Onsite assessment during period of seasonal rain events Roadside ditch directly to the west Appears to drain moderately well following seasonal storm events Field indicators of wetland hydrology NOT present . . . Map Unit Name: Indianola loamy fine sand Taxonomy (Subgroup) Profile Description: Depth (inches) Horizon 0-6 6-20 Hydric Soil Indicators: ___ _ _____ Histosol -------------His tic Epipedon Sulfidic Odor -- Matrix Color (Munsell Moist) 10YR 3/2 10YR 4/3 Probable Aquic Moisture Regime ==------"'"----Reducing Conditions Gleyed or Low Chroma Colors -- Remarks: Mottle Colors (Munsell Moist) SAMPLE PLOT SP2 --------- Drainage Class: Somewhat excess Field ObseNations Confirm Mapped Type YES NO Mottle Texture, Concretions, Abundance/Contrast Rhizospheres, etc. Roots and loam Loamy fine sand -"'-'--...;. Concretions __ _ High Organic Content in Surface Layer ---Organic Streaking ---Listed on Local Hydric Soils List ------Listed on National Hydric Soils List Other (Explain in Remarks) --- Soil appears to drain moderately well following seasonal storm events Prominent redoximorphic features NOT present Field indicators of hydric soil NOT present WETLAND DETERMINATION Hydrophy1ic Vegetation Present? Hydric Soils Present? Wetland Hydrology Present? Remarks: ¥eS l;,9: YES (!NO) YES~ WETLAND CRITERIA NOT MET Edge of managed lawn and blackberry thicket Appears to drain moderately well following seasonal storm events. NO ponding or other evidence of wetland hydrology patterns evident SAMPLc: PLOT SP3 --'---=-------DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE WETLANDS DELINEATION MANUAL) Project/Site Applicant/Owner: NE 20th Street, City of Renton Date 21 FEB 03 -------.:.....-<---------------Jaeger Engineering County: King --===-=.:,;.;a.:;.;.:.;:..:..;.;e>L..____________ _....:::_ ____ _ Investigator: ...:...:H=a=b:.:;ita=t...:T..:e:..:c:.:;h:.:;n;.:o;.:lo.::..;ag;.:ie;.:s:.._ ___________ State: Washington Have vegetation, soils, or hydrology been disturbed? Is the area a potential Problem area? YES NO YES NO Community ID: Transect ID: VEGETATION (Note those species observed to have morphological adaptations to wetlands with an ·J I Dominant Plant Soecies Indicator Dominant Plant Snecies Stratum Indicator 1. Pseudotsuga menziesii T FACU 2. Oemleria cerasiformis s FACU 3. Gaultheria shallon s FACU 4. Rubus ursinus · --s FACU - 5. Rubus orocera s FACU 6. Dicentra formosa H FACU 7. 8. Percent of Dominant species that are OBL, FACW, or FAC 0% (except FAC-). Include species noted(·) as showing morphological adaptations to wetlands Describe Morphological Adaptations: Stratum Remarks: Mature second growth Douglas fir forest HYDROLOGY Recorded Data (Describe in Remarks): Stream, Lake, or Tide Gage ----Aerial Photograph Other No Recorded Data Available FIELD OBSERVATIONS: Depth of Surface Water: Depth to Free Water Pit: Depth to Saturated Soil: -- none 17inches Wetland Hydrology Indicators: Inundated Saturated in upper 12" Water Marks Drift Lines Sediment Deposits Drainage Patterns in Wetlands Oxidized Root Channels in Upper 12" Water-Stained Leaves Local Soil Survey Data Other (Explain in Remarks) Remarks: Onsite assessment during period of seasonal rain events Appears to drain moderately well following seasonal storm events Field indicators of wetland hydrology NOT present Map Unit Name: Indianola loamy fine sand Taxonomy (Subgroup) Profile Description: Depth (inches) Horizon 0-5 5-20 Hydric Soil Indicators: Histosol --Histic Epipedon --Sulfidic Odor -- Matrix Color (Munsell Moist) 10YR 312 10YR 414 Probable Aquic Moisture Regime ---Reducing Conditions ---Gleyed or Low Chroma Colors --- Remarks: Mottle Colors (Munsell Moist) SAMPLE PLOT SP3 --------- Drainage Class: Somewhat excess Field ObseNations Confirm Mapped Type YES NO Mottle Texture, Concretions, Abundance/Contrast Rhizospheres, etc. Roots and loam Loamy fine sand ___ Concretions ___ . High Organic Content in Surface Layer ___ Organic Streaking ___ Listed on Local Hydric Soils List ___ Listed on National Hydric Soils List __ Other (Explain in Remarks) Soil appears to drain moderately well following seasonal storm events Prominent redoximorphic features NOT present 'ield indicators of hydric soil NOT present WETLAND DETERMINATION Hydrophytic Vegetation Present? Hydric Soils Present? Wetland Hydrology Present? Remarks: YES YES YES O; I ·NO' N-~ WETLAND CRITERIA NOT MET Mature second growth Douglas fir forest Is this Sampling Point within a Wetland? Appears to drain moderately well following seasonal storm events. NO ponding or other evidence of wetland hydrology patterns evident [ SAMPLcPLOT~S~P~4'--~~~~- DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE WETLANDS DELINEATION MANUAL) NE 20 1h Street, City of Renton Date: 21 FEB 03 ...;..;=-.::....;_.::....;;;..:;_.:..:, _ _,,_-=--=-:..:..;:.:...;.:;.;.:_ _____ _ Project/Site Applicant/Owner: Jaeger Engineering County: King __;;,.;;..;.._"-'-_;c.;.;.==..;.....;.-"--------------,,-=-~---- _H:...;.:;a;;.b..:.itcc.a..:.t...:T..:e..:cc:.h:..cn..:.o..:l..:.o ... g..:.ie;..;s;.._ ___________ State: Washington Investigator: Have vegetation, soils, or hydrology been disturbed? Is the area a potential Problem area? YES NO YES NO Community ID: Transect ID: VEGETATION (Note those species observed to have morphological adaptations to wetlands with an ') Dominant Plant Snecies Stratum Indicator I Dominant Plant Soecies Stratum Indicator 1. Rubus procera s FACU 2. Cvtisus scocarius s UPL 3. Paa snn. H - 4. Festuca snn. H . Cirsium arvensis ---. .,. -H . -FACU 5. Dactvlis olomerata H FACU Pteridiuln aouilium . ··H --. ... -FACU - 6. Aarostis tenuis H FAG Taraxacum officinale 7. Juncus effusus H FACW 8. Trifolium snn. H . Percent of Dominant species that are OBL, FACW, or FAG 25% (except FAG-). Include species noted(*) as showing H FACU ' ... .. . . morphological adaptations to wetlands --------------------------~ Describe Morphological Adaptations: Remarks: Fallow pasture becomina overarown with invasive shrubs HYDROLOGY Recorded Data (Describe in Remarks): _ Stream, Lake, or Tide Gage __ Aerial Photograph Other No Recorded Data Available FIELD OBSERVATIONS: Depth of Surface Water: Depth to Free Water Pit: Depth to Saturated Soil: none ___ none Wetland Hydrology Indicators: Inundated Saturated in upper 12" Water Marks Drift Lines Sediment Deposits Drainage Patterns in Wetlands Oxidized Root Channels in Upper 12" Water-Stained Leaves Local Soil Survey Data Other (Explain in Remarks) Remarks: Onsite assessment during period of seasonal rain events Appears to drain moderately well following seasonal storm events Field indicators of wetland hydrology NOT present Map Unit Name: Indianola loamy fine sand Taxonomy (Subgroup) Profile Description: Depth (inches) Horizon 0-9 9-20 Hydric Soil Indicators: Histosol --Histic Epipedon --Sulfidic Odor Matrix Color (Munsell Moist) 10YR 3/2 10YR 4/4 Probable Aquic Moisture Regime --Reducing Conditions --Gleyed or Low Chroma Colors -- Remarks: Mottle Colors (Munsell Moist) --------- --- SAMPLE PLOT SP4 --------- Drainage Class: Somewhat excess Field Observations Confirm Mapped Type YES NO Mottle Texture, Concretions, Abundance/Contrast Rhizospheres, etc. Roots and loam fine sand loam Concretions High Organic Content in Surface Layer Organic Streaking Listed on Local Hydric Soils List ---Listed on National Hydric Soils List · Other (Explain in Remarks) --- Soil appears to drain moderately well following seasonal storm events Prominent redoximorphic features NOT present Field indicators of hydric soil NOT present WETLAND DETERMINATION Hydrophytic Vegetation Present? Hydric Soils Present? Wetland Hydrology Present? Remarks: (~ YES £N:~·, YES l1NO YES ~1NO ,_,-. WETLAND CRITERIA NOT MET Is this Sampling Point within a Wetland? Fallow pasture becoming overgrown with invasive shrubs /-V: 1 I : NO . \ Appears to drain moderately well following seasonal storm events. NO ponding or other evidence of wetland hydrology patterns evident SAMPLt: PLOT SP5 ---------DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE WETLANDS DELINEATION MANUAL) Project/Site Applicant/Owner: NE 20th Street, City of Renton Date: 21 FEB 03 Jaeger Engineering County: King ....;;.;;.;"""-'"-----'"'--.....C.;.;...=-----------------,.----Habitat Technologies State: Washington Investigator: ---------------------- Have vegetation, soils, or hydrology been disturbed? Is the area a potential Problem area? YES NO YES NO Community ID: Transect ID: VEGETATION (Note those species observed to have morphological adaptations to wetlands with an ') Dominant Plant Soecies Stratum Indicator I Dominant Plant Soecies Stratum 1. Pseudotsuga menziesii T FACU 2. Oemleria cerasiformis s FACU 3. Gaultheria shallon s FACU 4. Rubus ursinus s FACU Cirsium arvensis 5. Rubus orocera s FACU Pteridium aauilium 6. Cvtisus scooarius s UPL Taraxacum offlcinale 7. Poa spp. H - 8. Festuca soo. H - Percent of Dominant species that are OBL, FACW, or FAC 0% (except FAC-). Include species noted(') as showing morphological adaptations to wetlands Describe Morphological Adaptations: Remarks: Edqe of mature second arowth Douglas fir forest HYDROLOGY Recorded Data (Describe in Remarks): Stream, Lake, or Tide Gage ------Aerial Photograph Other No Recorded Data Available Wetland Hydrology Indicators: Inundated x Saturated in upper 12" Water Marks Drift Lines Sediment Deposits H H H Indicator FACU FACU FACU FIELD OBSERVATIONS: Depth of Surface Water: Drainage Patterns in Wetlands Oxidized Root Channels in Upper 12 " Water-Stained Leaves Depth to Free Water Pit: none Local Soil Survey Data Depth to Saturated Soil: 12 inches Other (Explain in Remarks) --- Remarks: Onsite assessment during period of seasonal rain events Appears to drain moderately well following seasonal storm events Field indicators of wetland hydrology NOT present Map Unit Name: Indianola loamy fine sand Taxonomy (Subgroup) Profile Description: Depth (inches) Horizon 0-7 7-20 Hydric Soil Indicators: Histosol --Histic Epipedon --Sulfidic Odor -- Matrix Color (Munsell Moist) 10YR 3/2 10YR 414 Probable Aquic Moisture Regime ----Reducing Conditions Gleyed or Low Chroma Colors -- Remarks: Mottle Colors (Munsell Moist) ------------ SAMPLE PLOT SP5 --------- Drainage Class: Somewhat excess Field Observations Confirm Mapped Type YES NO Mottle Texture, Concretions, Abundance/Contrast Rhizospheres, etc. Roots and loam Loamy fine sand Concretions . High Organic Content in Surface Layer Organic Streaking Listed on Local Hydric Soils List ---Listed on National Hydric Soils List ---Other (Explain in Remarks) Soil appears to drain moderately well following seasonal storm events Prominent redoximorphic features NOT present 'ield indicators of hydric soil NOT present WETLAND DETERMINATION Hydrophytic Vegetation Present? Hydric Soils Present? Wetland Hydrology Present? Remarks: YES YES YES ;""_,-.. \ 'r /r,io ,I !~o I IN.QI. l./ WETLAND CRITERIA NOT MET Is this Sampling Point within a Wetland? Edge of mature second growth Douglas fir forest Appears to drain moderately well following seasonal storm events. NO ponding or other evidence of wetland hydrology patterns evident APPENDIXC PHOTOGRAHPS Gordly & Core Properties Renton, Washington ---··-----. ., ... -------·-···--- ·----------------,, __________ _ 14 '\ J ·,/ • ,: I 'I., \\. ' ·! . ' ·., Gordly & Core Properties Renton, Washington Looking west from SE corner of Core property across to Gordly property Looking north along west property line of Core property, from near Test Pit #3. 15 Gordly & Core Properties Renton, Washington 16 Gordly & Core Properties Renton, Washington Looking NW form Test pit #2, along west property line of Core property. 17 Gordly & Core Properties Renton, Washington Looking east from Test pit #2 . along ditch on Core property. :;,Si ) .. : .-.! ... ~...-~:... Looking to NE from Test pit #2 , at clearing for development directly east of Core property. 18 Gordly & Core Properties Renton, Washington Looking west at NW comer of Core property and sewer easement. Looking south from NW comer of Core property, along sewer easement. 19 Eastern edge of Gordly property, looking south. Gordly & Core Properties Renton, Washington Looking west into dense blackberrie s on the eastern edge of Gordly property. 20 Gordly & Core Properties Renton, Washington Looking south at the eastern section of Gordly property. 2 1 o~_.,___...,__ -50 rt1 Gordly & Core Properties Renton, Washington ~ Uyd 22 Jun 29 05 0~:4Sp f-fr1r1 Seeti ·.:, :--~- Ellisport Engineering, hie. DATE: 6J29/05 TO: Terry Dutro, Masterbuilder Construction FAX: 425-454-8212 PHONE: 42S--454-6340 NUMBER OF PAGES; FROM: Anne Seethoff, Ellisport E'ngineering 425-747~1799 RE: Qualifications Below is a brief summary of my qualifications. Education: BSCE, University of Washington, 1977 Wetlands Science Certificate, uo.~~eraity of Washington. 1996 Projects involved with and sen,ioe provided: • Rice property, Vashon Weiland delir.ealicM and $lream buffef" mitigation plan. • l.inooln property, Vashon WeUand delineation and buffer restoration plan for wetland and stream. • Eastham ptopefly, lal(e Kaltaleen, King County Weaand delirleation and buffer mstoration plan. • Meridian Pointe Subdivision, Covington ~ delineation and mitigation plan. • Creek Park Townhomes, Kirkland Stream buffer enhancement. mitigation plan and report. IF YOU DO NOT RECEIVE AU. PAGES. PLEASE CALL USAT 425-747-1799 RETURN FN<# 425-747-0994 l(J<,(11 Ml,1 ""'· ~ ·~- V:,fon, Wh ~711 , ....... ,~ .... (21~,) ;(,,Vil! l , .. l (!ltlll) l.l'i-'i'i 10 l'hX I.!!~,) •llt \.l,7\; f~-M.ul EJfuport l{i,1a<.li.t.·om