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Home My WebLink AboutMiscPAClFlC NORTHWEST TITLE COMPANY OF Wl\SHINGTON, INC. 215 Columbia Street Seattle, Washir1gton 98104-1511 Senior Title Officer, Mike Sharkey {mikesharkey(a)pnwt.com) Title Officer, Curtis Cioodman (curtisgoodman@pnwt.com) Assistant T.i tle Officer, Charlie Bell (charlicbcll@pnwt.com) Unit No. 12 FAX No. (206)343-1330 Telephone Number {206)343-1327 tllo& Church Redevelopment Consultants Post Office Box 1526 Title Order No. 590368 CERTIFICATE FOR Duvall, Washington 98019 Attention: Kathy Bressler Your Ref.: New Life Church GENTLEMEN, SHORT PLAT CERTIFICP..TE SCHEDULE A FILING PROPOSED PLAT In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County CJ.erk of King County, Washington, and t.he records of the Cl.erk of the United States Courts holding terms in said County, and from such examination hereby certifies that according to said records the tltle to the following described land: As on Schedule A, page 2, attached. IS VESTED IN, RENTON ASSEMBLY OF GOD, successor in interest to THE ASSEMBLY OF GOD CHURCH OF RENTON, a Washington corporation SUBJECT TO THE FOLLOWING EXCEPTIONS: As on Schedule B, attached hereto. CHARGE, TAX, $250.00 $ 22.00 TOTAL CHARGE, $272.00 RECORDS EXAMINED TO, April 8, 2005 at 8,00 a.m. PACIFIC NORTHWEST TITLE COMPANY OF y)./,u,r~;;f roJ)~ . ,• 1ke S ar~y ~ Senior Title Of~ Unit No. 12 .SHORT PLAT CERTTPICl\T:2 SCHEDULE A PAGE 2 In the matter of the plat submitted for your approval, this Company has examined t.he records of the County Auditor and County Clerk of King County, Washington, and t.he records of the Clerk of the United States Courts holding terms in said County, and fr·om such examination hereby certifies that according to said records the title to the following described land: That portion of the west one-half of the southwest one-quarter of Section 23, Township 23 North, Range 5 East, W.M., in King County, Washington, ly.ing southerly of the south margin of the Renton-Maple Valley Highway; EXCEPT that portion of said west one-half, described as follows: Beg.inning at the intersection of the west line of said Section 23, with the south margin of said highway; thence south 75°42'00'1 east along said margin, 390.27 feet to an existing fence; thence south 13°01'15" west along said fence, 1010.22 feet; thence north 75°42'00" west, 139.00 feet; thence south 13°42 1 00'1 west, 274.24 feet to the west line of said Section 23; thence north 02°08' 15 11 east along said west line, 1313. 66 feet to the point of beginning; AND EXCEPT the east 20 feet of the northwest quarter of the southwest quarter of said Section 23, lying southerly of the Renton- Maple Valley Highway, as conveyed to King County by deed recorded under Recording Number 251237; AND EXCEPT that portion as deeded to King County by Recording Number 9001041071; AND EXCF.PT that portion conveyed to the State of Washington by Recording Number 9303312186. END OF SCHEDULE A GENERAL EXCEPTIONS, SHORT PLAT CERTIFICATE Schedule B Order No. 590368 1. Rights of claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of Lhe premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. SPECIAL EXCEPTIONS, SHORT PLAT CERTlFICATE SCHEDULE B Page 2 Order No_ 590368 l. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING, GRANTEE: PURPOSE, The City of Seattle, a municipal corporation Erecting, repairing, renewing and maintaining a flume for the purpose of carrying off any water escaping accidentally or otherwise into Madson Creek from Cedar River Pipe Line No. 1 or Cedar River Pipe Line No. 2 or from any other pipeline of the City of Seattle that may hereafter be constructed ARE/I AFFECTED, RECORDED, RECORDING NUMBER, The description contajned therein is not sufficient to determine its exact location within the property herein described. August 14, 191 7 1154579 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING, GRANTEE, PURPOSE: AREA AFFECTED, RECORDED, RECORDING NUMBER: United States ot America Electric power transmission structures The southerly portion of said premises April 14, 1960 5151370 (continued) SHORT PLAT CERTIFICATE SCHEDULE B Pnge 3 Order No. 590368 J. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE, PURPOSE, AREA AFFECTED, RECORDED, RECORDING NUMBER, King County, a legal subdivision of the State of WaEhington To construcL, reconstruct, maintain and repair an open channel and/or other flood control works, including all appurtenances thereto The westerly portion of said premises May 6, 1976 7605060559 4. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING, GRANTEE: PURPOSE, AREA AFFECTED: RECORDED, RECORDING NUMBER, Puget Sound Power & Light Company, a Washington corporation To install, use and maintain wires The northerly 4 feet of said premises February 6, 1978 7802060562 5. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING, GRANTEE: PURPOSE, AREA AFFECTED, RECORDED: RECORDING NUMBER, Puget Sound Power & Light Company, a Washington corporation To install, use and maintain guy wires and anchors Approximately 250 feet from the northwesterly corner and wiLhin the north 5 feet of said premises February 6, 1978 7802060563 (continued) Order No. 590368 SHORT PLAT CERTIFICJ\TE SCHEDULE B Page 1 6. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING, GRANTEE, PURPOSE, AREA AFFECTED, RECORDED, RECORDING NUMBER, Water District No. 108 of King County, Washington Constructing, installing, removing, replacing, repairing and/or extending sewer system facilities A 10 foot strip over and across the northerly portion of said premises February 19, 1985 8502190322 7. EASEMENT A.ND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING, GRANTEE, PURPOSE, AREA AFFECTED, RECORDED, RECORDING NUMBER, State of Washington Constructing and maintaining drainage easements ~he northerly portion of said premises March 31, 1993 9303312387 8. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING, GRANTEE, PURPOSR: AREA AFFECTED, Puget Sound Power & Light Company, a Washington corporation To construct, operate, maintain, repair, replace and enlarge one or more electric transmission and/or distribution lines As constructed or to be constructed, extended or relocated, lying within the north 1300 feet of the east 700 feet, as measured along the east line ~hereof of said premises RECORDED, RECORDING NUMBER, April. 7, 1994 9404071219 (continued) SHORT PLAT CERTIFICATE SCHEDULE B Page 5 Order No. 590368 9. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THERElN, lNCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE, PURPOSE, King County, a political subdivision of the State of Washington Installing, constructing, operating, maintaining, protecting, removing, repairing and replacing a wastewater pipeline along with all connections, manholes and appurtenances thereto and for the purpose of constructing, monitoring, reconstructing, maintaining and repairing bank stabilization, instream aquatic habitat restoration and stream enhancement projects, together with the right of ingress to and egress from said described property for the foregoing purposes AREA AFFECTED, RECORDED, RECORDING NUMBER, Portion of said premises May 19, 1999 9905190312 10. EASEMENT AND THE TERMS AND C0ND1TI0NS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING, GRANTEE, PURPOSE, AREA AFFECTED, RECORDED: RECORDING NUMBER, Cedar River Water .:ind Sewer D.i.strict Installation, operation, maintenance, replacement and repajr of water system facilities Portion of said premises April 26, 2004 20040426002198 11. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, BY AND BETWEEN, DATED, RECORDED: RECORDING NUMBER, REGARDING, Rudolph Heilpern, M.D. and Anne Marie Heilpern, husband and wife; and Marie S. Belmondo and John Belmondo December 23, 1971 January 4, 1972 7201040324 Relocation of Madson Creek and reserving an easement to John Belmondo for same (continued} SHORT PLAT CERTIFICATE SCHEDULE H Page f, Order No. 590368 12. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY, DATED, RECORDED, RECORDING NUMBEk, REGARDING, Renton Assembly of God Not discloserl July 9, 1993 93)7091537 Declaration of covenant for a natural or constructed conveyance system 13. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, BY, DATED, RECORDED, RECORDING NUMBER, REGARDING, D. Rick Ross Not disclosed August 30, 1993 9308300442 Sensitive area notice 14. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, BY: DATED: RECORDED: RECORDING NUMBER, REGARDING, D. Rick Ross, Pres. Not disclosed January 7, l99B 9801070292 Sensitive area notice 15. SENSITIVE AREA NOTICE AND THE TERMS AND CONDITIONS THEREOF, RECORDED, RECORDING NUMBER: July 26, 2001 20010726002144 Said instrument states, .i.n part, that limitations may exist on actions in or affecting the sensitive areas or their buffers present on the property. 16. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED, RECORDED, RECORDING NUMBER, GRANTEE, January 4, 1990 9001041071 King County (continued) SHORT PLAT c:'P.RTTFTCATE SCHEDULE B Page 7 Order No. 590368 1.7. The property herein described is carried on the tax rolls as exempt; however, it will become taxable from tt1e date of transfer to a taxable entity. TAX ACCOUNT NUMBER: 232305·-9021-07 lf the forthcoming transaction involves a transfer to a taxable entity, information from the Department of Revenue should be provided to the closer, prior to closing, regarding the 1 ien of taxes for prior years. NOTE, PLEASE CONTACT THE KING COUNTY ASSESSOR'S OFFICE AT 206-296---------- 51510R ONLINE AT' __ "J;W_ll.__M_E_TROKC.GOV/ASSESSOR" TO VERIFY THE TAX AMOUNT DUE, 1'_S EX_llMP_T _TAXES ARE SUBJECT TO CHANGE WITHOUT NOTICE. 18. SPECIAL TAXES AND CHARGES, FIRST H/\LF DELINQUENT MAY l, IF UNPAID, SEC.OND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: TAX ACCOUNT NUMBER: 2005 232305-9021-07 AMOUNT BILLED SPECIAL DISTRICT,$4,168.15 $1,456.13 $6.45 $5.00 TOTAL BILLED: $5,635.73 PAID: $2,817.86 TOTAL DUE, $2,817,87 19. WASHINGTON DEED OF TRUST, SECURITY AGREEMENT /\ND ASSIGNMENT OF RENTS AND LEASES (INCLUDING FIXTURE FILING UNDER UNIFORM COMMERCIAL CODE) AND THE TERMS AND CONDITIONS THEREOF, GRANTOR, TRUSTEE, BENEFICIARY, AMOUNT, DATED, RECORDED, RECORDING NUMBER: Renton Assembly of God U.S. Bank Trust Company, N.A. U.S. Bank, N.A. $850,000.00 June 27, 2002 July 3, 2002 20020703000774 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. (continued) SHORT PLAT CERT1F1CATE SCHEDULE B Page R Order No. ~9036B DEED OF TRUST MODT?TCATTON ANO THE TERMS AND CONDITIONS THEREOF, RECORDED, RECORDING NUMBER, October 7, 2003 20031007002112 DEED OF TRUST MODIFICATION AND THE TERMS AND CONDITIONS THEREOF, RECORDED: RECORDING NUMBER: August 24, 2004 20040824000412 20. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF, GRANTOR, TRUSTEE, llENEFICIARY, AMOUNT: DATED: RECORDED, RECORDING NUMBER, New Life Church@ Renton, a WA non- profit corporation Randall K. Barton Assemblies of God Financial Services Group, a Missouri not for profit corporation $1,844,500.00 November 29, 2004 December 1, 2004 20041201001530 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. 21. MEMORANDUM OF LEASE, LESSOR: LESSEE, DATED, RECORDED, RECORDING NUMBER, Renton Assembly of God GTE Molibnet Incorporated, a corporation of the State of Delaware March 20, 1997 April 6, 2000 20000406000521 The lessee's interest in said lease was assigned to Crown Castle GT Company LLC, a Delaware Limited Liability Company, by Assignment and Assumption Agreement recorded under Recording Number 20020524000988. Said Memorandum of Lease also discloses a utility and access easement over a portion of said premises appurtenant to the leased area_ {continued} SHORT PLAT CERTIFICATE SCHEDULE B Page 9 Order No. 590368 22. MEMORP.NDUM OF AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, LICENSOR, LICENSEE; RECORDED, RECORDING NUMBER, Crown Castle GT Company LLC, a Delaware limited liability company AT&T Wireless Services of Washington, LLC, an Oregon limited liability company August 15, 2003 20030815001494 23. Unrecorded leaseholds, if any; rights of vendors and holders of security interests on personal property installed upon said property and rights of tenants to remove trade fixtures at the expiration of the term. END OF SCHEDULE B Title to this property was examined by; Dave Clasen Any inquiries should be directed to one of the title officers set forth in Schedule A. DVC/slm/8010020509/8010020510/8010140808 Portion of the southwest X 23-23-5 Order No. 590368 PACIFIC NORTHWEST TITLE Company of Washington, Inc. Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. N t • , • r ' f 'l . ' >· I Grtv of fl,~ntor, P/a.n:1inq Dr•ii.:-;;ry-; JUL It is:: there!'ore, ordered t ~a;. ~ d re:'}r t..111 i,c:d he i o h>?ret.y uthl a.ti<i t1 reoted to sell Lid oou1t 1;(i reli.l frc·r, ror th! s U'II of'••• 16Q4..&o 11.ud }.ll,()' .f.. OQllmisa iciu or 51( tl'1e-r6:on t c ,T F Ti'shelmlln l'or th~ u1e tnereo.f' ·Wlr; to mw~e, r;1x ru1{ '"f!l ;... tJf.'!&fl t.a ~rl pvr u;,cn <oli.~ r,nymt l' t.be p14r price <;,1::. ;,,.o ~u.~ ,;i1e tc...:n:~ t.hen, 1::t.~1 tf.' ,,.;~t :;[{ rer..l prop a !11;1.tud vur shulln,cre the t,H.le to ',i:•P. .1;.r.e frf;!e .-.u..d ,11 P.-,flr «Yf all 4C. tll; ed 1e o ~ 7 1 1900. ilEd rec ,;?.19uo Atove O{:rt to t.,4:1 tnie cpies t.,y JP l'.e1,1Joc!:, ,:J.k o.· snot. unr. :::er,.l f. d ot,u«.l CIL'-ct jJeH 9,1001. (l~lO r.t.m ,~tt.} Voll t.y ocrt o:f lciJ.n 6 ~lelu,,!, Jtdlc;e ;itteate off1 aots of Ir P •m,eo; • clerk. d 11iled J&l 6,19o:5,lo::; o aw • .. ~~d J Oil 5,.; !i(J3 (l'Ol"'.. ~l) ~ W UoCoi,u ... ut;.i)eJ To ~trr.is or, HC'<:tw:ir:k istn Nov l9U.! .... --2hd oat 1902----tr B----- i 'Xlla ·J 40 •ft oi' lot ,:;,ti.;.._ ls "'ot ~if:>t. ;-::ill A{ri S1:pl. ?1,.t lld C ltl the G of S, K ·'Jo,f"----a----J W M----H B----! (i'Tea.c seal) _ J 1: (-'.'7'1o .. r,:. C'.'J6.:nn~(":u·:1;.y of tlka A B -,,O) /,,. ,-' :;· 3) tr~1-s!i>"er ! feed. ;.>ilB d Jt111 Gtl903,lu~1;; uir. .. ,!Jlted JIMl S,190$ •Jon.$1 I 231237 J,lleter Mtuhon w d n1;1.l"l' J J.!4td.'iot1 T'o ~ Ji1 ~~-. }le r, t...y g t. S O ,I C UH to s p a; a to th h am ~"'°Ill·.·.·~<·_.~ ,::a, W,. to ... wit: 'i . .'hi illt .. a pt 20 :t't S o:r t.he HR ::('11· rit i;he SW ~ ·N-.. R.5 l: 'tlC in x 1Jo 1 Y.;. run th W 20 rt; th N -~·~-.,, . \, .. J.Jli & SU.JI' o 1r al <H~ 8111 t; idt, o r Hd ro~r: · · ,:.-1 to. rl ot t.eg oa1t5 .3 acres .It! or 1,.. .·.·. '-..:. 't.lD ha.c.d to h unto spits &.s r. . if ·~ 2 Wi ta Pt t~r !.:ad.DOll · ~_.:: ;:,..-: .. -. /'a "Y ·~ 1:"aci~oo t o:f SW t of !1,etJ 23 to ~l :1 6:hte or ~fl nl t.o a P.t dnt N of pl {S<u)) I c,,.al) ~· .. ·~.ir.ibf ,, .. ~«'~K)t,~•. . • ·~~i,... _ P M ~nd W: C l! hi:; wt l:ivt J F T,(;t"Je r.f r tfl ~ nr? or tif• .. ~·· o · rea .ti. s. Att ,·, ith..~1ml. out• peurer liU d. ua.r i • Ftnu·er i• .r o! port.la.net.: t.1...:lt t,o,or To ilr;.l ·~ or w ~-- 1f1-.;< '3'7 ~11ffnfa?JI"' fld. J.ug 14·l' ~-01 llW07& 1 ,1 114Wt.rl .9 l!&llingU &114 J"ul1& t !SoulillfU h>tf &1'0 . j !! V •t111-, ""1t1'1i:<11t1>. tWilliaa!\o, hwf,'a11<1 !ioy J H1nderoon, 0. baoh, 1'p to City c~ Seattle ~ .3Un~o1val corv O in oon or t.iHJ oonatruoticn by tu cit.y of 8 ~f ~ ~••.er hina:tter r•terr"ecl: to, da hty 1rant I bin, 1 at11ll and cy to thtJ Ip a. rl(ht or 'ffav a.net aa•e:ment 0'1'«91r 11t.nd a!lr:01e 'U'J.d' f'oli _µortnt1 of lot• ].[; uu! 12, of e. repl .. t of blk 54, or Burt•'• 9~.~t.,.d' aact ~,:. the c of !! , k e w bflinr, lil.Ort! !)tQly tt. .. t p(lrm. .il '~ tb.1'4<> 10.i. b•• d " pt a'bout 4C, ft fr th~ lil or of d ii>t U, ~ .... xt~iUng in a cli&gonal •tra1ght 11"" to " pt about th.~ 11td.dl ., of tho ~aetern line of •11cid 1 ot 1v · ~ I!'.· t of "~ knd euo:l'Ant giTO Cld a rants wto ti,., o4. fr·'~. ,.ett;L, the right to enter upon <IW•l>no 4ff pr-• f' .. ~·i· .. : dt con,tl"llCti~, •r.,eting ._-iot'&iaiog llilld repair• . . '· ''" .· . "° 'Id &ll.-ilf# and Ulll.41'. ... ~ ... J;t;r 'J/1,U 1: i'f to· 4tUt·~ 'ill.ii ~ in effff't wst1l th'> City of . .. ~ haJ!i ·.::i,l<itt~ & p....,...wt H"1'r to .. rTe ,;' , .. !WPI lit .. Hli5¥,i!i4 11y tlMi ..a..trr•,ttion or tbe \,~ · '-; :.t.o 1n tl:iia r1'1Jlt or.· "# ' , ... i:gi,t of ··w Jlill4 .... ,lilt it ia ...,, ... that 1" 11.! ,....t. ""4 •• .,...:... ~ .... 1iU .,... . al""'.".·. ·1. tlli .. · ·. 4\ff. :··ut tu· ·ut• ol tu, •-t . li!f e:t.ilij1.~ -4. \!1U•1nc " •••er IUld hr , . · .t' ·~·,m~-1/'!!P!r• in •• •-i' ;i;IW! 40.,)il,f'".~.-·"'7 dm or elaiM tor daago , ,ijl~y ot· a.iwuo·i,' r&uon of tho couiruotton • . .,r n~ ef tl>e •'-""r , ~xcept euch 4"""t!O a• _. ne,lig<ftlt ocn•tFUctioo or rep,-ir of ad ,, .. .,... s W,1f&rtl JI lllllUager fl,J:.~6ruon ~'th Li=iaa ~'ta L JJilhqer '11¥ • B Ba.lli.n,:<ir, hor "ttorn<>y in fact JC ... ~l J.fl;-U ~ by ~· J! l!alHniier, an4 S B Ballinger ... ~' 11. ~rt rtt Jv.U& L Ba.l 11nger , hwf , l! V Yill1-, ""'' ~ f. 'W'!;l·. , , hrt,., a!1d 1IIOy J 11-ero,,o, " ·c:,&h 'bet' C ll llarrtl, •'P ro-r wn ;. .. •t " " s s.p l3-.lH 1'.14 'b:r •J> +++ r ' / D 'PIJI ~ U-1'7 ,•51 \. 1154579/./ . -c:::--·-- .... Xa;,·~, tl an4 0 T C -.__ ~ater }[ .. flD _.4 •afr7 ll'af.t!-Oll, hw1', . !,It J~>ty of leattle, • municipal corp ,nd •.no l •• ~t .. _.;,,·., .. fr, g b a tly o tp a. perpetual right ia.n4 ea,,dm~nt to entdr U))On the folg d.ea part of thd "* of 1ec 2J • "'..,; 23 n r O &ait w m kc~ to-,~t: OTer and Mong and adjacent, to tb,_t ctn cr-t1•1'. wch oai••• t.h• 9lt of • .,, i2 ti, .;,;; n r :.i d&~t w m at th• !II cor .t\ud.t c.nd flo'ws iil a i.. 1-Y d1r•ctn und ~ntdra thtt Syt o~ Ide 23, tp a~ n r ~ eaet •mat a pt 875 ~t N of ~he SW oorthot, t.nd flow, tbel'lCl• in t:i. Hlly dir4'ct.n to ..,. 1-'t on tjlft 31:1 !11.~rg1n • of' tr~e oo t'Oad ·•1td 820 ft 11 and 50(J ;t s of tI1:: XW ccr of th~ 9W l-ot •"'c 23 , t il 2~ n r ::ii ct • m an~ rl ow• t.~Jnc~ in a Yl.y d.\t·•atn al th.J Sl:y m.6rgin r.;f' ad co rv-.d. , .. dJ..at 'Jf !iibt· rt to a. OUlY•rt und.,ar "' co road• be.it1¥ il.n •• ~.-... ,on Cr-t-!k, and being deline•t"d '.1.POn tt..t ct.n 1)l=n. )r1nt, cap3 -1"" 1'o1, 11 ht.o 11,.ttact.sd !Lnd 1\9..C'k•' ""Bxhibit A• and &noth,..:r COJ.,.' of llCh hf.S hctr,etofc,:--, bdOfl fld J.n thi:J ofc of thrl a.i..id of t C f!t of wn .vid ie rec44 in de~dft book H~ ~~, at ~a.ga ~~4. • • • • \ j lH~07-..-l fhit" ri;.r.ht wic.\ 1;3a.1emdnt ie gr&ntl!d to 1.,'be city o-r 8 tor tho puryol!I& of' a,thcr"1.z1~ and 1L.:.;>owi,rir....g i 1 ~0 ~~t-:-:-·-·-I upcin t~ e:b:.:1-~ d;.o l1Ctci at. any t.ci tor thll!t pJrp of' ..1rect1ne: 1 r•pa.iring, re-r::ewt1~g and ma.:.i.nti:a1n1ng a. rt.um6 fc t" 't.h~ p..irp c.,!' _: carrying of~ ~Y •ate~ ••~apin1 ac~ir~ntly ~r otbwi•ll!t into Ji&Alaon craek: fr-{lom Ce1ar HiTsir Pipe Llno .No 1 or C•laJ" 'ft:iTer Pipe Llne no. 2 or f"rom. r.ny otl·H!r· pipe lin~ of tot C of 8 th&t ~•Y hhfter b• oonet=uet•o Th• -, P8ter Ma.4.•ol'. iancf. i(&.:,:-y 11.ilii.daon , hwf', hhy wai·90 &ny cl-=t "!:c :· :,:;•mu.tion, othe:r thkll the ooi.·--•idn. or tht.1 dei,~ 1 for th'! <> ~: t.ing of th!f! pe:rpet1,al right of w.,y· c.nd eue-in«nt • it b~ing Ullderatood howevei'." t~t the C o-r S will r•main li&ble for any n•«lfglt'nt c,onitruotion of ad flUJ1..t; Md. for M.l.1.y d~I dona wrutn oon,-trutrt!ng 1t! fluait or wru:i:: r•n•wing • r"i,airi!lg >.lid mo.int&inir.g th~ aame; al•o the c or S sh&Il b• li&ble tor any dlUlfS• oau•c~ by a,,y water fr the pipe lins• of t.O.tr City vt· S iJ.epo•1ting a.nG. or 1ra."Nl upon ed land lt h ap, .. i tw.t thil right ~r way e.nd ~ ....... ;:it is an4 •hall i>e " perpetual ,;. ght of ..-ay and •&H•wnt and h .. nd 1h&ll b• & con &ttaaluul to and rg wlth the woo du r• J>ty for tho uu ""j 1:>ea1· o'f 1he C Qf 8, · a 1Runiclpal !II<'.-aml th"t tha .. 1s, -llhall b•, binding upon ad P<11ter Kadaon "'1d llu-y )(a4aon, hn' thei.r hr-• t 11:zre 1 &4ar• t •uoc a.n d a1aign• forenr !he flUIMI wtwn ••n•tr~oted sh>.11 b• in the b•f of ad llad•an Cr-••.k •• neuly al Jra..otieabl~ , tho 1:m. to be ch.ana:•4 c,nly to all•~ a direct or sttaight li11e wh•n the Jl?<Hnt bed ot KIMI•"" ~ 1, not (ln a .1::c•et or atra1ght llns .. llu,a i~,t 1t •Md tor thd put"p of corr..,ting the dueptn of ~ ~~. __ . ·t ,«n in thtt prttT1oua 4•$-d. •xe, by P•ter ..._•on and llar.Y . ...,, , bon', to the city of se.attle, dtd. Jw, 26-16, MIA ree4i in TOl ~64. of deedc pg 593 re~• of k ow in woh th• pty wae-ttrron•cualy d.•a· &I the ii.t of aec 2.1 tp. 23 n r 5 o • • iu:1tea.d. of the Ht of •~c. 23 tp, ?.3 !.'-r 0. '!'! w m. no IJ1 t P•t•r Xadaon llary Xw•on KC'f h;r 28-l? by P.eter ](~on an4 Jlar_y Y.ad.8:o::;r. , hwt' 1 b;,:f' (; Ji Ba;tHY 11 ~ f or,m roo at Z ll 8 ;,un l 3-18 (.4.t t.-.ahtJd ir. blue print --•"e rec of em i:f wi..n tied l 'M..d by 11_p Mc.:.11 + + ... ., 1 TRANSMISSION LlNE EASEMENT The GRANTOR, herein so styled .-hc1hn one °' mott, MARIE SIJS.llffm -a!UllllDO :\WO ,X)8 L. f~ and in comsidcr.uion tif the sum of Fl!TY -- Doll.rs ( S .50.00 J..,d in die County of king That. portion of tN ~tb 100 f-t of t ... S"'5U\ _Of_ Uc;ti.OII 23, To11Ulllip ?3 Jlortll, llaage S But, V1i1-tte Hert~taa. tiq ::~y. WHbfn&toa. wbicb. u .. wi~!lio. a· scrip Of land 650-feet ·fn w1cit:_h-_ t.lle boUIMlld•• of Mid atrlp 1:,-1.as ZOC)_: fMt db tut ao11tliiii1y: f~ . ..; · 450 t .. t 1a0rtMrl:, froa &Dd parilllil _ witlt tt. aDrYeY lbe-ot -ilia '&ocky_' ... cb-lllple \'alley llo. 1 c~·ta.·H.ae •• 110V iHai:ed_· .... :)•t4N-Oll tbe grotmd ower, aero ... upoa u4/(ir &djacem: to tJia -~·:·tiuc"J::i~ property, Mid sur.ey U11e bd:q: pllrtiellilarl7 clueriti.ii ~ f8llowiii°: 11ea1-111a: at aurwiy •t.atioa 7017...ZS ... 7 • poi.at la tbe-.ilut Uaia o_f Section 26, T011881lip 23 llortll, &aap _ ~ lut, V111Nlett"efii.d,iiP.-;y14 poiat Miua •• 2•24•,on I. a di.a~ of J4.53.7 tec fi,jil({f:~:>~iie::· QUl.rter conaar of Nid hctioo 26; tN:ae:e S. 77•57 110" '.Jt:,·a:i'1~ of 4Sll.8 fMt. to aurny •U.tioll 7062+39.S_;_ t.llaDca •. 19~:~·~~·~'IIIMt}.a dhtaac. of 759.8 feet: to ~ •Uttoii. 7069+99.l-~ poiat'. ii.:\_el.\~- 11-of Niel S4tcf.ioD: 26. Mi• pofm:';k_ha s. 0•43•50" ii~ ---~-,:~~_o·f 449. 3 fMt troa· tlle MCtloa eonMr COlllllioii t:o .S.Ct:i.Olle ·n·, -·iJ:· -:z4~-.c'..;\ 27 ~ ToWUhip 23 llortll, Raage 5 lut: • Wh 1-.ue Me>rHiaa. -· !;--"' ,~-- • • ), -----·"·· • 19' ~. J/..-r.·11 -'s: L<-4-:tt:x, ,.,t;k:t/,t .... -&__ llart. ................ :l l, • .,, i, (6,f-.-v~S,,,--~ V .lctla t.. 1ei.o.., \ I I '"' ST!PULATIOtf :AJIL AKE.Jf.ilMZJt1' TO' EAM:EST HON.tY REC:ti?!' AIID AGiU:til!:l!T l .,I ........._ TQIS AG.REEMDIT, .. de •nd 1Utecu-t.-d this .3.'~ ~y of ~.l<u ...... ~ , 197 I , by olJld between IWDOLPH ift.ILPERH, H.D. ~ and '9N MAR!tLPtRfC, n"fs wife, 4s pro•pe-c-tiv~ ;,urchaH:T"s, and KARIE S. BEI..J10ND0 "-"d JOHN 8£Ll10NDO aa p1"0specti ve sellers, WITNI:SSETH, W:•F" ·_:;, JOHN B£LMO?f00 and his former wife, KARIE S. aELl10ND0, \/ere jivorced on February 13, 1969, in Ki~g County Cause No. u-s 87 5; and WHEREAS, MARIE S. B£LM0NDO was awarded fee simple title to the real property described on p~ges 2 and 3 of the Judgment and Decree of Divorce attached hereto and incorporated herein; and \ffl.EREAS, JOHN 8£1.riONDO w:lS awarded any and all causes of action which BEL.~ONDOS had.against Sherwood Development Company, Qua.dran:t Development Corporatiom·. and/or others, wt.ether said C.:!Use of action or actions are predicated in tort, trespass 1 or inverse condemnation; and WHEREAS, JOHN BELMOND0 and MARIE S. BELf10NOO fil'8d a cause of action against Sherwood Development Coapany and Quadrant Corporation under King County Cause No. 7!3673; and WHEREAS, the counsel for JOHN BEL.MONDO in King County Cause l~o. 723673 have filed a lis per.dens on th~ real property described on pages 2 and 3 of the Judgmer.t and Dect'ee of Divot>ee ente:r@d in King County C~use No. D-587S; and WHEREAS, RUDOLPH HEILPERN, M. D. and ANME MARIE HEILP!:RH, his wife,·have entered into an Earnest Money Receipt and Agreement for the purchase of the ·property ·described on pages 2 and 3 of the Judgment and Decree of Divorce entered in King County Cause No. D-S87S; a copy of said Earnest Money Receipt and Agreement being attached hereto and incorporat~d herein; and WHEREAS, King County, Sherwood Development Conipany, and/or Quadrant Corporation desire to relocate what i~ _,cowaonly referr•d to as the Madsen Creek in accordance with sheete.13 , '4 of f"OIIP~· shee':tl for the Madsen Creek relocation dated Movem:be:'r 1969 and de•igned by T. Bertek, with the seal of Jean L. DeSpa-in, .Professional Eng?~.eer, attached; which said doCW!lent is atteched hereto and incorporated herein as Exhibit l; NOW, THEREFORE, in consideration.of the mutual p?"Omisea, agreements, and covenants contained hel"ein and in ,~nsideration of the desire o.~ all parties MNto to make an amica-ble aettleaant and to allow the sale of the re·,a,1 property which is the subject matter of this agreement to close; and in further conaider«tion of the mutual benefits to be derived froa this agreement, IT IS HEREBY AGREED that, l. JOHH !l:UtGHDO •nd MA!UL S. BE:LMOHDO will relE:«-ae the lis p.;,nden• filed. in K-ing County Cauae No. 723673, a copy ot which is attached hereto &nd ii~-~i:n. on the condition that the purchase:ra clos.a t"he_·.~:-~Y _ ... o.ipt a:nd Ap-eeaant: attaehft.d: hereto and in<:o!"J)Wtt.ed ~fii'..,c !Sl!t!., and as he·tiie·•-fter aaended. ?.\\"'""""' . t\\1..1-\ti! i]~.,~,- f. • • -j ' 1 I l l 2. The £&rae.-t Money Recclipt ud Agre.....nt att-ij.Cnad !w!"'eto and incorp-c,r«t•d htrt'in, aupra, i• M-reby ..-:nd-.d a.• fol~ ,a~ A. P~ph .i of s.&id e&rne•t aoney will be aaend•d t:O;':f,iMt,:t A5 follow•; 11-Ti tle of thli Mll•r• i• to b4i fre,e of e-.ncuabrancea and defects excep-'t the Mllers reaerv~ a nonexclusive ea.s ... nt ror 'the' rel.oeat-ion of KadM.n Cr•ak in accordance vith the --P'~ a.~ apc-cific&tiona a.5 set ~or:~ in Exhibit l~.a"8f:: -5aid aaawnt being descri~d in .._.,.,.::.bit 2 at:~~--._ .to and incorporated herein, and MAkit S. BEI.tiG-lU>O dffe by this ....ndment to the Earn.eat: Money Reoaipt aAd ~nt conv-ey ar:d q_ui t clai• a.ny and a.ll int~N•t which she might otheI'\li'ise ~ave in and to the aafd eaaeaaent which the sellers ar~ r.aerving to JOHK BEUIONDO; and provided further, that ~n the event Kin& county. Sherwood Devela~nt Coapany, Quadrant Corporation, or aoae other munic1-pal agency or corporation or their aucceasors or asaigna, do not acquire the eaae~t deacribio!d in Exhibit 2, iuJ>fa, within three (J) ~-ar• froa the date of the c oa ng of the above-aentioned E:arne•t Money Receipt and Agreement, that all intere•t in a.id e«ae-nt shall be conveyed by this amendllent to the Earnest Money Ra:ceipt and Agree- ment to RUDOLPH HEILPERJC, K.D., and ANKE MARIE HEILPERN, his wife, and!or their successors or assigns; provided further, that in the avent a condemnation action for the acquisition of any or all of the property described in Exhibit 2 attached hereto and incorporated herein is instituted for the purpose of relocation of Hadsen Creek within three (3J years from the date of closing of the Earnest Ml.:.ney Receipt and Agrea:me:nt referred to above, then the interest of JOHK BEI.J10MDO in the aforementioned easement shall not be conveyed by this instruiaent to the HEILPERNS until any aueh suit is finally concluded, at which time any reaaining interest of JOHN BELHONDO, if any, in and to the aforementioned easement shall th,irn be eonveyed by this instrument to ·RUDOLPH HEILPERN,. M. n·. and ANNE MARIE HEILPEJlN, his wife, and/or their successors or assigns.n e. Parag~aph l of tho Earn3&t Mon~y Receipt and Ag:reeaent referred to above will also be a.ai--nded to provid• that the P.roperty is being purchased subject to the el-aim of J@HN BEL.HONDO and KARIE S. BELMONDO as set forth in King County Cause No. 723673, wbe~her said cause of action be in tort,. t-re•PAff, invette conde.-..tion, or any or all of such poasil:>le c1U.11'8_.and Jl'UDOLPH -HEILP.tRN, H.D. and ~ MARIE HEILPERN J his wife, he'reby ag:N.:e to join with JOHN BLWIOBOO and/or MARIE S. BEL.MONDO in sa-i.d H:tion and/or any condealation ~_lon which might be filed by King Co,.u1t'y or any ot2--r goVfl'nlNh,~al ~Y or :rnunicipali ty ::"or the a.cquii.-Si~tion of the property de•c:M.be.~(.:til Exhibit 2 t supra; provided 1 th.at ·if .~t i• ~ceaa&rJ tb haft RL'DO~~~ILPERN, H.O. an AMlfE HMt!E HE.l.LP£Y\ his __ wife, Aftd/or tbair aucc,...._s or a~signs joine~ a.a ad·d·~,=.·1.~ ... ~---.~~. 1•• to either the •xist. ·~~.-::~,.r_:a..,.uit' f1led under Kas Cour:¢y,.:.Cati.M tfc. 723673 Or any t'uture c _. t-ion action for the acqui'~t~;,"-!)f. t~ p~rty <Hscribad U._ Ex~,.· :1t 2, =• th•y sh:a,ll be ~~l · · . ·!# -i'e'to on the condiction;1flwlt JOHN . l!nl'l!lllDO vill.aar-,to,ll · ,....a .. holcl t.,.. 1-l•H !roa ~ and a.ll costs er • .,,,..~• ·~;:_ · ;~.·iacurred-in any allCh li:tifa'.t-ioa and will a.la-o ~~·-:".' :: ·':: .. · · .. >~)le __ -~cu,tim, or Mt..__ of any_ such 4-Ction. It iS··_· -.. :· _'' ··~t . _ <','.~~,'tied tN:t any aACl all NOG-....ry froD. either 'the .,d:•~,,·:~~:-~ ..... ~.-_;_~1"'· Xin& Coun'ty C.uae Mo. 72!6-73 or any cond-.n•i:ttD,n ·~'Ofl;:~,11ib:t'Oh·. -.i&h't be. tiled by &DY gove~ntal. ·-2 ! ','. ' f f autborit:y~ p,ri--~,.~-•-_or eoz:~tion-f~r the ~uisit·ion of -rb• p-ropert7 -•n~ .: .. l),~M>7>~,~-~t ••-·c:1eacri~d in .D".,fJ::iit '2 sh.all bctlon1 to JOfJl(';~ .• -.. :vbl)fMi(,Qi' M:t Mid oaod.i:srztnation. •c,tion i,: •_Nlly ~or-•'.,·\'-~rtr:~;_·-~-~-/(~:-·~poe,~~-of ~ Creek on ••id ~ property or··41 _rw:·-~mi,.,. ~f:1>EI>., ttMtit"·:-•11. ~ •••.• cl&iall . \.~-or c•u~ ,ot:·-_ac't1'ci:a·-:_~-,..,,,_ t'~. or;.:~ or prop,e~ ty rifhn ~(!' ,. · ·?ther than -~:t-i• de~~ ~:'}·P.·11:-f:.L §.~d which ia outl ned in Exhibit l :aft:81-1 t.lq. 't""O lW'901.Pft f!EYLPEQ., !'1.D. and AJIMI: HA.Rn: HEILPtltN', hia vifll, aad/C,tr thii'iT.· ,~•*'Orll or .uaigns, including but not" liaited to any ol" ~J d.~·'""ill_:a:: ea~. to the portion of the prope?"'ty bein1 Ktld under -~f.'1~,t.:Honay Rec:e·ipt and .~reem.ent . which ia not ·:c~ byifl\J,iflirt· beiDC~ :reffrved by JOHM ·J;;,.1!'! &ELHOM.00 by ~ea son of any/. ' ' _· -of a.ccea.,: to Madsen Cree.,c, ·~. ',--~ .... ::·· whether or not it i• re,lo,¢~~;_-pit·'·-ttie. property. d••cribed in Exhibit: '2, and/or the lo•• or t&k'in&--o.f--any ril)Ari:an rights wnich they ""'1" would hav• in Ka.dsen creak.--by rca11Cn ot their ownership of the '°') property described in the: £a:rne.$t: Mone.y Receipt and Agre•:aent, ::> ~' and/or any incNn1se·, or additional d&ilagea to the property ~ .:leieribed in the above-aen.tioned· Earnest· Honey Receipt and Agreement ...._-:, other than the claim.a and/or cau..-.. of action for the daaa.gea ,_:;: to said property to the· time of tria~ of King County Ca.use No. "" 723673. ~ 3. Any -~aterial chaage in the description and/or the plans and specification• identified as Exhibits l a.nd 2, supra, for the relocation of Madsen Creek shall require the prior written consent of the purchasers; pl"Ovided , t:h.at the purch&s-ers her,e,by agree that their consent shall not be. unreasonably wi.thhe-ld. 4. RUDOLPH IIEILPERN, M.D. and ANNE MARIE HEILPERN, his wife, agree to close the Earnest Honey Receipt and Agreement as amended by this agreeaent, and a~e to accept the title to the real property described there:in s,1bjact to the terme: and conditions of thi~ agreement. 5. This agI'eement shall be bfnding on the successors or assigns of ea.ch of the parties hereto; provided, that it sha..11 bl! null and void in the event the above-mentioned Earnest Money Receipt and Agreement is not closed on or before January 15~ 1972. IN WITNESS WHEREOF, the parties he.ve caused these presents to be executed and delivered the day 411d dat• firet above written. Purcha••r f'age 1 -/7 ,_; ,t:J4t--1-n,,~-1-<d:-/,L- , ' 1 I ! STATI or WASHI.NGTOtl ss .. COUNTY or l(!/-iG 0-n th.it: d•Y personally ap~ared t-efoMl me RUitOLPH HEILPERN ~ ~.D., and ANNE HARIE HEILPEJUt, hia.-wife;-to--me known to be-·.'the individuals deseribed in .t.nd who executed the ~ithin and foregoing instf'W2.ent, anc acknowl•dged that they signed the sase a5 th~ir free and voluntary act and deed, for the uses and purptJses therein lllerit ione:~ STATE or WASHINGTON CCUNTY OF Knrn and ss. seal this day '· On this day personally appeared before me MARIE s~1n,1W•\ ro me known to be the individual described in and who execut 11111....- the within and foregvir,g instruaent, and acknowledged that she signed the same as her free and voluntary act and deed, for the uses and purposes therein mentioned. r::; y1vEN under my hand and official seal this ot.,yaflLLr-, 197L. STATE OF WASHINGTON COUNTY OF KING ss. On this day personally appeared before IDe JOHN BELMONDO, to me :icnown to be the individudl r:Jescribed in and who exe~.1ted the within and foregoing instrument, and acknowledged that be signed the ~a.me as his fre.e and volunta~y act and deed, for the use.a and purposes therein mentioned. of GIVEN under mv hand and official seal this £-i.i:.i,,,,d,y , 191 L. "3/u~-orin, 11n .:• · ''l V:H;i. f 1. t _" .• "<."'!·,' '".,,;, • A ~ N ~ ci ~ Cl 0 N ,..__ 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 l6 rt 18 19 20 21 22 23 24 25 26 27 28 29 30 31 ! I I I l- IN 'l'HE SUPERIOR COURT OF 'l'HE Sl'A'l'E OF WASliINGTO~ FOR KING COUN'l"i I ~MARIES. BELMONDO, ) lj Plaintiff, )!) No·. D 5 8 7 5 vs. JUDGMENT AND DECREE O? DIVORCE i .JOHN. L • BELMONDO, ~ Ii Defendant. ) , _______________ > I The above captioned matter having come on doly and I iiregularly for trial before the below signed Judge of the above .I ~entitled Court, both parties being present in Court in person and fjwith their respective attorneys, the court heretofor.e entering jFindings of Fact and Conclusions of Law, Now, THEREFORE, ~ lT IS ORDERED, ADJUDGED AND DECREED that the plaintiff ibe and she hereby is awarded a ~ecree of divorce forever dissolving .. ~the bondS of matrimony_heretof~re existing between the parties. '. ! '. i ,, lj ~' 1 ,1 ~granted IT !S FURTHER ORDERED that plaintif.Z be and she hereby is t .,, ·;he permanent care. custody and control of the minor ehilC.re;.. ! ' ;;0£ the pan.ies, to-wit,. Joanne Beln.ondo, a.ge 17, and Oavitl J.elmon0.0 1 ' ~age 15, subject to reasonable rights Of visitation of defeneant as -the same shall be agreed between the parties and between the minor .children. l'iff \ IT IS f'UkTllER ORDERED that. defendant shall pay t.o plai:;..:. the sum of $60 per a10ntb per child as his contribution to the G,C,U,.ONTY. 1..UN0j1". C;(:IIA(;...,":"'f" • t:ST£ .. ... (11.:.T<oo~ .... _IIL ..... ,U>lh<:; -1-~-Ulo4-••··· .......... i-. .-...... . .... ,,A,-.,,,._.<.~- , sq- N 6 sq- C) -~ rz-1 . r- l 2 3 4 I SU?port of th~ niinor children of the pilrtics, ...-hich supt30:-r-. payr:-.ent.s shall cor.t.inuc until each child readies ;1is/her r.iajority, r.arrics or becomes emancipated anO ~hich support payments sh~ll corn.~cnce o~ the date o:f entry of the decree of divorce and cot1tinue on the 5 · f"r:sr-day of every rnon.th thereafter~ i -• 6 7 · is r; 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2a 27 28 29 30 31 :"TIS FURTHER ORDERED that the plaintiff be and ~he hereby awarded the following real est~te a~ her separate property: Those portions of Sections 22 and 23, Township 23 North, Range 5 East of ·the Willamette M.eridian. described as follows: Beginning on the southerly line of the right· of way of the Pacific Coast Rail- road Company at a point 136.42 feet westerly of the intersections of said southerly line and the lin~ between said sections, thence easterly alon9 said right of way to them.st line of the Northwest Quarter of the Southwest Quarter of said Section 23, thence south along said east line to the sou~h line of said Section, thence west along said south line to the west line of said Section 23, thence ·north along said west line l,320 feet, more or less, to the southeast corner of the Northeast Quarter of the southeast Quarter of said Section 22, thence west along the south line of said North- east Quarter of the Southeast Quarter 345. 6.,. feet, thence North 12°15' East 1,090.3 feet, more or less, to the point of beginning. Except the northerly 50 feet thereof conveyed to King County for road by deeds recorded under Auditor•s Fil~ Nos. 1760647 and 1760648; Except a portion thereof conveyed to King County by deed recorded under Auclitor's File No. 351237; Except those portions of Sections 22 and 23, Town- ship 23 North, Ranqe 5 East of the Willamette Meridian described as follows~ (a) Beginning or. the southerly line of the Pacific Coast Railroad right of way at a point 136.42 feet westerly of the int~rsection of said southerly line and the line b~tween said sections, thence easterly along said right of way 410 feet. tflence South 12°15 1 west to the West line of sairi Section 23, thence north along said West. lir.e to the southeast corner of the Northeast Quarter of the Southeast Quarter of Section ~2, thence West along the soUtt:. line of the said -..::ort:h- east Quarter of the Southeast Quarter 345.6 feet. thence North 12•15• East 1,093~3 feet, more or less, to the true point of beginning~ (h) Beginning at tr.e intersection of th~ west line of said Southwest Quarterwith the south :nz..rgin of the Pacific Coast Railroad right of way, said poi~~ being South O"(l'l;) .. ~\est 29U.t..7 feet distant !ro;;-. the ~est quarter corne~ of s~itl S~ction 23 1 thcticc South 77•09•00• ~ast·along said south margin 273.58 feet to the true point of beginning, thence South 12" 1s•oo• west 1,060.00 feet, thence south 77"09 1 00 .. pv1' _:-.(' \ " o.a'.IIAGHT'I'. LUNO,N cc,.t ... G•• ...... "' .::STCI" -2--·--··-.. _.T_"'4. 1M,01U>,.,.<;. -..~ -•-T"O"O •••o• ----·- .... ~ 0 .... 0 D "' r- 1 2 3 4 5 6 7 8 9 10 u 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 I Ea•t 139.00 feot to• point in existing fence line, t.hence No~th 11•34•05• Eaat alonq saiQ lance line 1,060.23 feet to the south a.ar9in of ••id railro4d, theoce North 77•0,•oo• W.•t along said sc .. uth l'llJ:rgin 126.37 .f .. t to the trua point of beginningr And.except road.a, • ....... gotber vith. any .and all tene-nta, he.reditamenta ana appurtenance•· thereunto belon~ing or used in connection tberewi-th. Together with.all water and water riqhts used upon ~r appurtenant.to said la.ndst and howav~r evidenet1d • All situated in Xing Countyi State of "••hington, subject to the mortgage ther~on which plaintiff shall pay and hold J def~ndant harlftless from and subject to the lien of judgment in favor of defendant hereifter granted. IT IS FURTHER OROE10!D that the defendant be qranted judgment against plaintiff for the swa of $18,000, which judgment shall be paid within 18 months of date hereof and shall be a lien on the above described real estate awarded plaintiff; that said :udgment shall bear interest at the rate of 71 per annum commencing six months after date hereof and continuing until pajd. No execu- tion shall issue on said $1s,ooo judgment, however, until the I expiration of 18 months from date. I IT IS FURTHER ORDERED that the ~ollowing personal property. shall be awarded to the defen~ant as his separate property: A. Farm equipment: B. Ford pickup truck: c. Defendant•s·bAnk account; D~ cause of action against· Sherwood Development co •• provided that all costs and expense• incurred heretofore or hereafter in connection with the· cause of action should be the sole reapon•ibility of the defendant and he shall hold the plaintiff harmles• therefrOJ11. Plein- tiff should co-operate in the proaecution of the. action if necessary and ahall approve any aettleanent of such claim prior to the entry of tbe· .. ttlearent \lhich •hall in any way affect the real ••tate herein aw•rded to pl~intiff1 E. Clothin9 .. and. personal effects of defendant~ IT JS PURTltall·ORD£RED that the followin9 personal property ' s:- ~ ::, s:- C) C,. r.J ,._ 1 2 3 ' 5 6 1 8 9 10 11 12 13 14 15 16 17 18 19 20 ; i I I i .· ·-- ~-.---0.-,-' ••)_., ..... -"---~ ·y·~---~,,.,,;._ -'~~\ .~ -->·. --·,- sh•ll be a•·.a.rde-d. to ttw. plaint.if! a.s. her i:epara.te prope:-ty: A. B. c. D. &. 7?)e balance of the chactel~ of the ?£rti&s, lnelucling the hous~hold furnishings: 1963 ll&mbler autocobile; Bank account of plaintiff: Clothi&g and personal effects of the plaintiff: Life insurance on plaintiff's life, IT IS FURTHER ORDERED thdt the defendant shall pay all of k f the cc~unity bills of the parties, which bills are in the approxi- ~ mate amount of $4',ooo anC hold plai~tiff harmless therefrom. I,. I'l' IS FURTHER ORiJERED that each of the parties hereto . sh~ll pay his/her own attorneys• fees. --,.{ -i DONE rn OPEN COURT this /3-day of c£oRlla~Y i 1969. / ,. ! I ! I ,, Presented by: P, ~ J u D G E 21 !: GEORGE S. LUNDIN 22 ,. of At~orneys for Plaintiff 23 j ~· eli :h.f' efl~!":i, I /i,>i-/c;;;. ',:,p P,!'eS.i#M-f,;,, u,,c;1v.~1>: 24 ) 25 f PATiUCi< E. SfiEA :. A1. torney !or Oei:enci,u,n t I 26 27 28 29 50 51 •.; ... ·.\, 0.EltA4HTV LUNDlllf G,CR~>iTY &. t:~H:~ -4-...... ..............-.... .,_.. ......... ~~ ... Q -1:.---.... --,-----...... 2, 3 I 4 5 6 '<t N 7 -b '<t ,,::, 8 C) 9 "1 ,-._ JO 11 12 13 14 15 16 11 J 18 . I 19 20 i 21 l 22 I 23: I ' 24 I 25 I ' I 26 I 27 I 28 29 30 31 32 ! I SUPERIOR COURT or t!ASHI.NGTml :'OR ~r:;G CO~N:r'!' nARI::.. Flainti ff, vs. JOHU BELi'10ND0, DefendQ.nt. ) ) j ) ) ) ) ) ) NO. D 5875 OROFR Cl...ARIFYING DECREZ or DIVOFCE The defendant's motion for clarification having cc~.e on regularly for hea?>ing on the afternoon of October 15, 1971, plaintiff being represented by and through her attorneys, George Lundin and Patrick Geraghty, Jr., and the defendant having Deen represented by Patrick H. Shea and Robert P. Tjossem; the court having considered the findings of Fae~ and Conclusions of Law, and Decree of Divorce entered in this action; and further having considered its oral decision which ~as trancribed a::i.d made a part of the record herein, and the court being fully advi~ed, it is now, ORDERED, ADJUDGED AND DECREED that t4e D~c:ree of Divorce on file het·ein does, in fact, award the defendant any and all claims, past, present, or future, for the damages resulting to, or the <:?.ncurabrence on, the real p:t:-onerty awarded to the plaintiff, as more fully described in the said Decree, wh~ther said claim er cause of action lies against Sherwood Development Company, a Washington corporation; Quadrant Cvrporatic:i, a ~-1as!"!ing:ton corfo~ation; or se~e other entity, pe~son, corporation, or ~unici?olity; and it is further OP.Dl?.ED, ADJUDGED J!.JiD DECRI-:ZD that it was the inten't of this c~urt to award the def~ndant, Jo~n Bclmondo, the entire claim !"or tt~e damages ~ttd/or the elair.i in inve:-se Order Clarifyin6 Decree -1- . ,----~ ,.,-.. '·"····' f'OWkL. t..~ ou....._.,. • •ll.'111:tt,..U.C --n........-_.._.__,.,.,.-;s1 ·-·-- ...... • j 2 3 4 5 -q C\J 6 ·'" 0 7 -q C) -8 ,::, r\J '-9 10 11 12 13 14 )5 )6 17 18 19 20 21 22 23 24 ~, 26. 27 28 29 30 ! 31 1 ' 32 ' J_ condeanatioo ~y reason of the action.Ii of Shert«>Od Developaent Corporation and/or Quadrant Corporati~n; and that £aid claim «nd/or cause of action was granted to 5a.id defend.ant, whether said claim, w-hich 'is referred to on lines 24 thro·.1.gh 29, page: 3, .r: t.:t-.c Decree, is in the Bature of tortious action, trespass, or inverse condemnation; and it is further, OF'DERED., ADJUDGED AND DECREED that the plaintiff is hereby restrained from granting and/or conveying any interest: in the re.,11 property awarded to her which was described in the decree herein, which would benefit She~ood Development Corporation and/or Quadrant Corporation by reason of a ?'eduction in, or mitigation of I the damages or taking they have caused or have taken from the real property awarded to the plaintiff, which is referred to on lines 2~ through 29, page 3, of the Decree herein; and it is further, ORDERED, ADJUDGED AND DECREED that the plaintiff shall refrain from doing anything whatsoev~r which would materially or substantially affect the defendant 1 s claim as set forth in his amended complaint on file in King County Cause No. 723 673, whether Raid claim is articulated in term.S of tortious conduct, trespass, or inverse condemnation. DONE IN OPEN COURT this Presented by: ROBERT P. TJOSSEH or PO'WI:U.,. L!VEl'JGOOD, DUNLAP , SILVERNALE Attorneys for Defendant APPROVED FOR ENTRY AND NOTICE OF PRESENTATION WAIVED: PATRICK H. sffi:A Attorney for De.fcmdan~ Order Clarifyins; Decree' -2- day of November, 1971. -.............---.~l,Mt.Y-...,,.,.t: ! ' I l I I I --~ ---i r T . ~ ' l >: !' i ,. " i :j.· '. I ~ {" f ' --____ J:_ __ Real 307/ Estate · ossociotes,. inc. EARNEST MONFY RECEIPT AHO AGREfMENT BA ld•in e-3240 •Jtl:stOl"NTI&~ ~Cfll .. , r.e~~ . I~ 71 ------- ;,,u-.tacm"'<.....,larS ___ --·-_.c-._s ______ ·-""'":.~~~---~9nd ___ .pud•d,ol.i--'"'·~• ... ~...,..............,. .. po,O'fp.J ...... tG[L .... """"'-p,:;,,,.,,t , ... ""1 ......... -n.! ......... ;., r~(:;~ of-----·_, ~ol -.• {.l_f~ --·--, ............ ; -.,_,i)':U.0-,, .. 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' 1,..., I 2 t-~ 3 "..J 1.-. 4 c, CJ " 5 .:-; .. '-' ..,. ,-: ~ 6 t-- ~ 0 7 ..,. " 0 ,~ -8 C, 0 0 ('J ,.._ 9 .... 10 ':- C, fl 11 I r-._._, v, 12 13 14 15 16 17 JS 19 20 21 22 23 24 :1 271 28 29 :io 31 I ~1 I I I -I .. cdl for Record al Reque~t of :c:.L\t'l· ,.lj,/,u,ll3Ns\ J~ g, ;,« l',•4 e£~';< c Be X h _:_.,. . ·---' ., . "., " i-\ ' •• IN THSC 0 VPERI0R COURT OF TilE STATE OF WASHINGTON FOR KING COUNTY JOHN BELMONDO and MARI!: BELHONDO, ) Husband anj wife, a marital community, ) and individually, ) Plaintiffs, -vs- SHERWOOD DEVELOPMENT COMPANY, a Wash- ington orporation; and QUADRANT CORP. SHERWOOD DEVELOPliEN'.i', a Washing'ton corporation, ) ) ) ) ) ) ) ) ) ) _______ _,,De=f,cen!!d,can=t'-'s'-.'---,---> NO. 7 2 3 6 7 3 LIS PENDENS NOTICE IS HEREBY GIVEN that an action has been cor;imenced in th· above entitled court upon the Complaint of the plaintiffs above named against the above.named defendants; that the object of that action is to recover damages and/or jt.lst compensation on a claim on inverse condemnation against the defendants ·for the taking of a fl~w.age: and/or drainage easements with respect to the proper'ty hereinafter described, and that the ~ction effects the ti~le to the following desc~ibed property in King County, Washington, to-wit: Those portions of SectioHs 22 and 23, Township 23 North, Range S East of the Wi~lamette Meridian, described as follows: Beginning on 'i..he southerly line of the right of way of the Yacific Coast Railroa.d Company at a point 136~~2 feet westerly of the intersections of said southerly line .:.nd the line between said sections, thence easterly along said right of way to the east line of the Northwest Quarter of the Southwest Quarter of said Section 23, thence South along said East line to the SoJth line of said section, thence West along said South line to the West line of said Section 23, thence North along said West line 1320 feet, more or less, to the Southeast corner of the Northeast Quarter of th~ Southeast Quarter of said Section 22 1 thence West along the South line of said No~theast Quarter of the Southeast Quar'ter 31f.S.6 feet 1 thence North 12°16.' Eaf;t 1090.3 feet, .ore or· less, to the point of beginning. EXCEfT the northerly 50 feet thereof conveyed to King County for road,by deeds recorded under Auditor's Fi1e Noa. l 7606~ 7 and 1760H8; EXCEPT• portion thereof conveyed to Kins County by deed re.corded under Audit~'• File No. 2~1237; .. ·,:·,.,i_ Li• Pendens -1 _....._ uw---.-••tLV......._. ---------·-·-- ' -~ . f.- f•·- -~ f.. j ' ! i r. I r ~ '1il C\J 2 ("'"J 0 ..:.:,, ;;!" ·~ ' ' -~ ;;, 0 0 C'J -"'- j 2 3 4 :1 7 8 9 JO ll 12 13 14 15 161 17 18 19 20 21 I 22 j ?3 241 ZS t 261 271 281 291 30 I ! 31 I 32 [ E~CEPT those portions o! Section 22 and 23, Township 23 Horth, Range S I:.t.st of the Willamett~ Meridian, described as follows: <•> Beginning on the southerly 11.he of th~ Pacific Coast Rai.lroad right of way at a point 136.42 feet westerly of the intersection of said southerly line and the lin~ betwee~ said sections, th~nce ~asterly along said right of way 410 feet, thence South 12°1~ West to the West iine of ~~ ... ~ Section 23, thence North a.long sild West line 1:0 the Southeast corner of the Horthea~t Quarter or the Southeast Quarter of Section 22, thence West along t~e South line of said Northeast Qu.,u,ter of the Southeast Quarter 3~r. S feet, thence North 12°15' East 1093.3 feet, more or less, to the true point of beginning. Cb) Beginning at the intersection of the West line of said Southwest Quarter with the South margin of the Pacific Coast Railroad right of_ way., said point being South o0 111•1s" West 296.47 feet distant from the West quarter CO?'ller of said Section 23, thence South 77°09'00° Ea.st along said-South margin 273.58 feei to the tl"'Ue point of beginning, thence South 12c1s'OO" West 1060.00 feet, thence South 77°09 1 00 1' East 139.00 feet to a point in existing fence line, thence North llc3lf 1 05" East along said fence line 1060.23 feet to the South margin of said railroad, thence North 77co9'00 11 West along said South margin 126.37 feet to the true point of beginning; AND EXCEPT roaas. TOGETHER WITH any and all tenements, heredltaments and appurtenances ~hereunto belonging or usect in connection therewith. TOGETHER WITH all water and water rights used upon.6r appurtenant.to said lands, and however evidenced. ALL situated in King County, State of Washington. DAT~D THIS~ day of September, 1971. POWELL, LIVENGOOD, DUNLAP i SILVERNALE j Lis Pendens -2 I f'OW-.,._ '-IV...__~ & &ILY·-·AC..._ -------~·· ·-- J. i-~··:x.t-.(;}!:;f;JiSt1:.mlH+li%Mffei5M#f 11' @ ft{j?ft!ffi •l't'~fil'',-jJftiiii' •• I I i I I I I I . "',-.~ ;(~ii· • 'i'bo u:~5-:-::.·h;1:;,1:c•l~ ,Y:G:J L. !.'.~:·.-·.,: nnJ !~t!i~I£ s. ::::2;:::c:,J, (Gr.a:1toc.·~,), !or :i.r.d Ji: cons1d...::·.,tiu:, {_•.::. tf-c ::;11:1 o_ ~ • nu! :01-· o~tt·r ",';:1lu,,bk concii~~i::.·;.·3tio.1, <-i",c-.1·..:-cei!·,t ar:d~: ... u·crc-::,ey o: ,_,!, __ .:h is: ,:.c!:to·.·,1-::-c;;:-d, Go ~.~i"c'...)y .-.~-~~-::: :we; c~.:v<;.:'J ~-:-.: . - I hA:Zfi @ Mi (Gi·:u2tce), <c f::.-!'f,~t·.~:--.I t:~1cc:;·.e1,t ,,r:J !·i~ltt o;t •._·.:;-o...-.:::·. t:.n·o-..·_;h ~nd ::ere.:.~ tl:r;t: c~ .... --:-,. !.r: trr.ct ,.:_ r.'.!'al p.!",:;i:·.0rty in Kil~:: Coun-:::,·. E.:!~:1.1nr:ton ~:~;:-c j::Lr~ic:..:I.:::.·l:,.· dt:>s-cribc<l iu l;:ddbit A .att~cll·.:-d hr;~·-:.to nnd by rcfcrcr\ce ir.::::J::.·.:.~.;..1·ute-<l hc-!·eln. r.lghts The p:.!2"!)'-!=;C :for -;,:h!ch this c.-.sc;--·.:-.?t ls ;";:Or,ntcc;, nnd the ··.2~·tc::a.:-.nt to t!~c cxci.cizc t~~rcc::, &h:'.'1.l l !nclu(lc: 1. The ri~ht to cntc,r ur,~n. th3 land descr!bc,<l in Exhibit I.. tc1"c!o, to co:!.;.trcct. l'l!lint~'!lt1 and !:cp:'.!.h' a drt,in."..c,c ci!tch, £t:.1·-ctr:..i ch2.r:n~! • .:;Utin:; basin :i.nd/o~ ot'l::::o-flood CO!ltrol and 0?.'~in- ~-:::e ·.;o:!:~:s. !1icl~di!'!;:: all .:.p~)'.lr-::r.ti~ne:?Z t:~:::i·eto, tc_.;cth~:;-\1!th er.y C' :1l~rr;c:~,:, !'lt, ~ 1:'.c!'.:lt!o:l, rccc-;::.;truc1ion C!' re pl~c.;::..-,c:r::. th~~·cci". ~DO to t:..·.i..n, ct,t,. fc11 ··:::i.ad ~c.-::i:ovc E'.11 :s.u~b trees, b:.·u!'.::!l ~•~d oth,ir n~tl!t":Jl u;.•o:.,t:, ::n-:l p:h::t;:0 l!c":!C1~!S t'.S a::.•o n~ccss:n.r:t to pi·ov!rle ad!:?qur,to clc<,!";1.r.c~ and to cl1::1Jnato ir.:tci•fcrt:ccc \-;ith, O!' hazards to the £truct ur:.:-s. 2. 'l'h~ ,,.ir-~-:; t-0 cr!ter uv~:1 the !::1.-:J ci~zcrH;.2cl in E;dd~!t l\ hereto, to cc,~ct.r~.:;:t, t;aint..'.ln i:!r.d r.;:z;~ir-n s::!.nitm·.r sc~Jc!· p.ip:- 1 ire, :!.r.c!ud.in:c!" ~!l r!.P,p:.:?r1:ennncc:z ·i;:!:creto, to~<at~~1· "':Ji<.:11 ~r.:, C:'.'J.lt:r~c~:~r:"t, ~-lt::!r,l~ion. reconstl·;,1~tio:1 c1• !'C?l:lCE,-;1c-nt !he!'.::r.:;, ::.r!d to tr!:., cut, !ell and rar-~ove ::.:11 su-:::h trees, b!'ush ::.r.~ o~.;.:1er 11~tlE·al v.·c-.1tr.. .?.nd o7::i.:;tructior,s :-ir. r.1·e n::c'2~c.c.1~y to p:•c.:-i!.:~ r.d::;-- c:::~!e clc:!1•::r.~e ~na to elimi.nti.t,c, i11tu1•f'c.:..·(.':1c:, t~:!.-~?1 0!.4 h:'.!.z:..:.:·ds to tli::: systc:;. 3. 'Ihc 1•icht to cat(:-::.• u:-0:1 th') lar:~s o.!' G;:·:--nl>c.1•3 1 if FJ1y, ~b-.:tti"!l~ the C::'IS~•-·.cr..t tr~ct clcs~r~_;}::.,~ in Sxt.ibit '3 :-.""'.;t~:;h-::C h..:-r0to, .. ; ... in ,:;r,.;;! Cisci~t 10::1 of C:Ao·.:.u!c~ C;l.y b~ n~cesD,:C.::.""f .frG:;: t :lr:~ to t!r:.2 to co:-. .::~ruet, n!tcr, rndntnin, r~:._"':.1:!::-7 er repl~co th~ sy~teL:.3 or str•cc.tl!r-2::: Ce::cri.1Jcd 10 thin ot.:'.:ii::-;cnt. 4. 'l.'h!s c-;i.Z~:?~?\t is r:nd r;l!~ll i.1(; fully tr<\n::;.f,;;,:;;b!t= !.n \":~ole c::.· in ~.:!:," r,-:..rt b-y ~'3c,~ 01.· n:S::;J.!1:r,.:.;e;.,t. to ar:y c.the::> r:.:.:.:-,ic!p:.1! co1·:::i1~;:-:t!..-:,~1 O!' :;n7 o!icD? p~rno:1 (r.~.tt~~:"~l er oti';C:.."'"':,'isc) ~uC, ~-f ::::fo t-,,·::fi.s.f?1·.:..·.;;J, !:::':!: ir. turn be tl•at:S.it,:ri~.:,.:i b;r th:3 g1·z.ntee ca:.· :-,$s..:.:;nec. 5, The cc1;.3J_d(tr,:::5.on .?"oc:.:eoG t",!.;::.:".•c !5 r:..cce:,t::::! :ts full cv·•-:acn.c;::tjo::-fc,:-th.J :·i~·:!1ts :l~!.:'.•'.·c .;-.,_•3:-.t~tl. This co~:::-i~c:~r..!:!c.i s~:-.11 b-~ pl~_<.:.:.-.:i t.'ith t;v:,-Clc1·1.: o! t:::1 Ceet•.:-t fo;:o clist:1:i::.u-U . .::,. I!l li!'i':;:::::;3 i":!tc:~r;c~,· T.i-.c .'.:.id p.1rtie:;:; h~~:e ~xcc•.1t:::ci this R=-.zc.1ent th!.:; clay 0.1 uno .. I. ! eot.llTY OF l( IN{; · )". On th·i·s day i)e·rsona:lly appea::-e-d before 1ne JOUN L. BELl«JNDO and MJ.,J<.IE S. Bl:LMOtUX,. tO DI!' kno-..m to b,e the inGividoals de:scr!be(! in and who execut·f>d. the within and foYe"J()ing inst::-umer,t;, .and ackno·.,led9ed the::· t.hey siqned the same as their free ar.d voluntary act and deed, for the uses and purposes therein men- tiO!led. of GIVEN 11nder my hand and official ~eal this ___ day -~~~-· 1910. ·-· ------·- -Notary Public in and_for the State of Washington, residing at----~- 2. ·----------------------· --------------------·--· ------··-··-------------·----.---------···------· . .......... ---· ----~-----·· '' i 1· " ' !• ,. ~ ! ' . t ' .... : r : . r ,· ' • t ' ' -_Jixlu;nfr .... -j 'iii'-,', i;i .,L<SEIIXN'l' · JIIDiiii(lllf ltl<LOCA'!'TO!I \ That portion of tb.e west one-ha.If ot the southwest quarter of Section 23, ~'-::·,,nsbip 23 North, Range 5 Fa5t 1 tr.ll., King Cou:it7. Wash- ington desc1·i t.ed as ·tollovs: h&1-nni11g ·at the intersection ot. the southerly t119.rg1n of the Cl ll. and St. P. ~. R. riatht-of..iwa, Yith the west liue of said sub- divlsioni thence south 7f6 01 '02" .east along said southerly JD~rgin a distance ot 399.DS feet.;.-thence south 11°34•.05" west a distance of 50.02 feet to tbe· southerly margin of a S0.00 foot right of uy known as P. s. !f. No • .s. and_. the True Point of Beginning of the here- in t7escribad ease:.;ieot; thence continuing south 11034'05" ,est a distance of' 1010.21 feet; thence 1Jorth 71°09'0011 west a distance -of .Jl9.D0 feet; thence south 12°1s•oo" west a distance of 240.00 t'eet:; thence south 77009'00" east a distance or 82 .. 92 fe~t; thence DOOth 43°24'53" e.ast a distance of 168.54 feet; thence north 11 3~' 0511 east a distance of 1104.98 1eet to said southerly margin of P. s. H. No. 5; thence north 770 01'02" west alone said margin a d~stance of 50.02 !e~t to the True Point ot Beg1Dn1ng. LRG:mra 9/11/70 -----------------· .. ·· -.'----·.·-··-·· _________ .. -·--·---·----· . ------------·----··--·------·-·-·--------· ---·-.. • -.,;-..-+-,•-r.os,..,,.~ ..... -,··• . ., ,_ • .,. •. ,.,,. •. ,., · -•,·_._··~r •, • I ' ' ,- ·~ ,: ' t j ! t ~ ·4 " Of C"!!0£0 ·• .......... iiiQnj06 •';""'.:... -: .-.,k·· P.ECOftOS 6'. iU;:Cil:).'l!S -KtNQ: .OQ. __ ----DEl'UTY . ' ' ~ • I I \ DllAIN,'\i'.f. £/\SE~lE:\'T THIS INDENTUHE, made this LcJ_ day o/ I'. , ~I J,>,C-· "''"''"" Huuolph He1·lpcrn, .\l.D., {,r:intoi-, alid King; Cot1n~:---ul1t:i\.is.irm oJ the> -state of l'i:ishingtvn, Grnnlee: 11.'ITNESSETH, lbJ.1. fir.,1 party, in cons.'.d•·r:.tion ol one d0Jla1· l'f'C.Plpl ol whi(;h is :1ckn0'l},;:,dgcid, a1,<1 the hcnciit::; 1ohi,·li will .l(Tl'UP to Ilic land ol GrnntQr Js:; thr-eX'!'l'ClS<!' of t!ll.• rJg:lil~ hcrc111 i.:1·::i.nt,•d. do Ji,·n•lly 1·en\1:-,;e, rcle:1sc.• ::i.nd for(•vcr :.:1·;1nt: unto the ·c;r;1ntec, 1t:,; s1wr·C'sso1·s ;ind ass,:.,:ns, ail e,1s<·rn.-nl :111!! 1·igl11-0J-...-~1r for tht• pnl"pose ht>r~·1n:i1 t,•1 stat(•d ;tlon;:.: l!:ldSf!r! Crel."k '><·;11ed in tltat po1·tion r,f 1:1e ,.,;esl ou1·-l1;:dl ol th<· sou~liwc.•st quart,_.r nl ::,,., ·ion 23, To1nisl1ip 23 !\Orth, Hangc ;", !".as:l, w.·,1., Kin~ County, t\·astiin~tr:.n, dcs,:ri!>ed a,; Jo1Iow:'i; Oci.:inn1J1~ nt lhc interse-etion ol tbc southerly rn:ir~in o:· the Chic::q.:o~ .\!iJw;n,kc0. St. Paul and Pacili•: l!;lilrO:\d ri~l1l-0J-11-·:1y with tli{c l!.'l"~t line:.' ot s.:.ld su!:tdivL':iion, 'il,.'hir:t1 is south oo 0 .JJ' l5" '11.0::-St .i di~larn·e or :!!'JG.·17 feet fr()m the wi:-st Qttarler ('QJ'ner: tl1<.•nc,! sou!h 7t0 ou·o0'' ('asl alnn~ ~aid southerly 111.iri.:in a djsta1u:,..,. fJ!' 1•19'.Y7 le-et: thC'Ucf'.:' smith JJ 0 3,J•n.-,. w<·~t a tli~t:lm:f' oJ 50.02 f,•ot to ll:c soul!u.•rly mar~in ot a 50.00 J'oot ri;.:llt-ol-way. known as P.S.H. Xo. 5 rind the 'lruu Point of U...'t:irtnin;.: of !Ill' he-rein dcscribt.•d c>ns<~- mc111: ttu·nr:e ,·onttnuJH~ ,south 11°3.1·1);j·• \I.est .1 di.,;t.iJH..:c oJ 6.">.00 fc,ct; tlren<:c north 3i:!0 2:1·:10 .. east a dist;-in,·1_· oi k4.09 J1.;et more 01· Jc-ss to the> s0ut1i,..-rJy ri(.!!1t-,,J-v.·::iy rnn..-i.:in lor P.~.H. No • .): lli,.n('•.• n,,rth 77°09'00" ~·est :1]1,n~ !-i<lid sou1J11:1·J:,, ~ari,.:1n to the True J'oint of l.k!i.:iui:iin;.:. Sriid e.isc.·mPnt an,1 ri~l1t-of-'i"ay arc> for tht.· lol!fr.1·in;; purpnspi,;: T!u? ri:.:.ht lo c.·nter up011 thc.• :;thrJvc.> d•_•s1-rihcd J.tnd to cvns1ruct, 1·1.·,·011s1.ruct, mainl.iin ,111d r,-·pnir 0111 open t·hann•.:-1 :wcJlor other I lood ,·ontrol u:orks, iu- '~ludln~ aJJ .ippurlenan<:(:s then.>10. lo;.:t·thcr ·.,·.i:lh ri;..:hf to tritn. r:ttl, fell an<J J'f'rn,,v1.• all ~ucl1 trees, l11·usJ1 and olhc.·r nalural i.;rowth :a111J obstruc.·tions as :ire rw,ccss.:-iry to pro\.'idr~ a<fr•quat(' ch:arance and to clitninatc.• intc1·J1..•r;.•11ct!' wit;J, or h:a;,.arlis to th(• ~,.r·uclures. Tiu• (·'HtSidPrati•.>n ..ihov,:, mcntiorwfl, is accepted as full c•lmpC"nsation to the c.•xc-rc1se r.,J t!1(• ri~:hts ah•wc i.:ranted. T,:i, haV(• and lo hohl., all and sinJ-!;uJar, the ~aid c:asc-ntC'nl and ri1.!l:l-of- way, to"ctl,cr with appurtenances, unto Grantee, its sutes,s~r.s and a!-l!;;i~nts. 1~ v.'JTXESS ifll[HEOF the Gnrntor.:'"> herC>unto set =\i~ hand, thl• day :incl year al)ovc 1n·itten. us1.:s :inti p,1r (~<·~ t 1 1·ein mrntionc.•tl. ,·Giv<•n undc.·t· 197~1 Pl!H:~b 10/21/71 n1_v l1.1nd ;iud u!Ji,:inl s<.•:i. " • 0 .,.. 0 0 0 "" "'" EXCISE TAX NCT RECU:RED K!'1I Co. Recoru Oivi>i"" 1J ~ ,fl '11 . Oeimt The un&u:aigned~ RUDOLPH HEILPl'RN an.d 1-NNE MARIE REI.I.PERR, his wite, hor~} grant to PUGET 80?.JND POtlER, LIGR'? COMPAJIY, a Waahington corpo~ation, th• right to ir-atall, u•• and aaintain wires over that cert.ain real property •ituated in Xing County, Washington, deacribed •• tollove: That portion of the Meat 1/2 of the Southweat 1/4 of Section 23, ToWnahi~ 23 North, Range 5 Ea~t, W.H •• in Iing county, Waahin9ton, l~inq ao4therly of the south margin of the :ftent?r-Maple V~lley Highwa1·1 Ji:XCEP'l' that portion ot aaid Nest l/2 di.ta- cribe~ •• followa, Beqinning at th• interaection of the veat line of said S..ction 23 vith the south margin of aaid high,,,ay1 t.ne~c• s 75•42'~0· E along a4id margin 390.27 taet to an exi5~ing tenee7 th~nr.e s 13•01'1s• E along •aid m.argin 390.27 feet to an existing .tence1 thenc. 8 13•01 • 15• 1f along aaid fence 1010.22 t .. t; thenc. H 75 9 •2•00• W 1J9.00 feet1 ":heru• S 13•42 1 00• w 274.24 feet to the weat line of ••id Sect.ion 23; thence N 2•01•1s• E along oaid weot liM 1313. 66 fMt to th• Point of begin- ning -and ltXCKPT the •••t 20 t .. t of th• NortmN•,+-. 1/~ of tho soutmiNat 11• of •aid Section 23, lying •outh~rly of th• 1111:nton-Maple valley Highway, and EXC%~ the nortb. 20 foet of the ea•t 20 ffft. of the Southwe•t 1/4 of the Soutmt~st 1/4 of aaid Section 2JJ containing S7.37 acres. EXc~pt as Jl\,,ly be otherwi•e •et forth herein Gran.:.ee'• right• shall be exerci:1ed upon th&t portion ('f the Property tth• •Right of Way• herein) deacribed a• follow•i A Right ~f Kay 4 feet in w~dth &ascribed•• followa: The northerly 4 feet of the above described Propert.y, txcept tJ\e westerly 250 feet. The Comp&ny •hall b.ave •cce•• for the pu~o-• •tate1. and shall be reaponaible tor d ... ge ~•u-..d by negliCJ*Qoe of the Company. 1he•• teraa •hall be bindinq upon the •ucceaeor1 and aeai;n• o! the reapeetive partiaa. Dated~~,,~-~t~3~-l'lL~J..L7~~ STATE OF KASHINGTON) ) ss. COUNTY OF XING ) On thia day peraon~.ly appeared before .. JWDOLPR HElL.P&JUf and ANNE MARIE lmtU.BRN, to me known to be t!w individua-• dl!'-1- cribed in ana w~ executed the within and foregoing inatruaent, and acknovlodgod that they· signed the •ame a• their free and voluntary act a~d deed for the u•a• and purpoaea therein .. ntioned. GIV1a"1 Wlder PIY hand of<?~MJ ' anJ official se.:! thi& __ ...... ;:c_ ___ dey 1977~.i,!',/d &~~'.«~~• ~t""ite of lloahington, reo1~i~ui4s+>d.; FILEC FOR RECORD AT REQUEST Of: PUGET POWER REAL ESTATE DMS'()ff P. 0. BOX 868 IIHLEVUE, WASHINGTON !i800P ATI!illflUN, iilUS 1-BA1U,fr , .. _.~, i<'~ . ..( ., :.,:t ,.,,_,·,c f iii Q -!] .... -0 ..... 0 .,,, 0 N 0 a, ,-... ... o· o: a ,. ~ ~ ... • • o::o:tt0::.n1 JJ o:;siovo:11'J 1 % EXCl9E· TAX NOT REQUIRED K1111 Co. Records Di,lSIDII E A S p; M E N 'l' 8y,_ ~-f.~ r. •uly 'l'he undaraigned, JWDOLPH liLILPEP anc2 ANH.£ KARIE HEIL.t"£RN, his wife, hereby 9rant to PUGET SOUND POl!ER • LIGll'l' CO~ANY, • Waa.hington corporat1.on, the right to install, u•• and maintain 9uy wirea and anch.>ra on tha~ certain real prop)rty aituate~ in the County o! Kin9, StAte ~r ffa•hington, deacribed •• followai Said guy wirea and anchor• to be approxiiMtely 250 feet ~rom. the northwaatwxly corner •nd within the n~rth S feet of that portion of the Hea~ l/2 'he Southwest 1/4 of Section 23, Townohip 23 ~vrth, Range 5 Zaat, W.M., in Xing coo.r..ty, Washington, 11,tnq IIOQtb.erly of the south aargin of the Ranton-Hapla Valley Hi9hway, EXCl!P'l' th&t por- tion of ••ld lleot l/2 described as follOWII: Beginning at th• inter .. ction of 'the weat line ol aaid Section '23 with the aou:th -rgin of •aid hlgbw•y1 thence S 75•42•00• & alon.9 &aid aaargln 390.27 f .. t to an exieti"'I' fence, t:heace B 13°01' 15" I< &101>9 Hid f-ce 1010 22 fMtl thance 111.75° 42'00" N 119.00 teat, thence S 11"42'00" W 274.24 feet to the -•t 11 .... of .. 1<1 Section 231 t:benc• R 2°01'15" B al0119 said "-•t 11.J>e 1313.66 t .. t to the point of be9innin9 and EXCUT tt,e eaet 20 f-t of the •=-•t 1/4 of the --•t 1/4 of Hid S.~ion 23, lying aoutherly of the -.ton-· '·1aple Vdley B1¢,way, and EXC4PT the north 20 feet of the Hat 20 f-t ot the -tbwHt 1/4 of th• Southwea4: 1/4 of add B<,ction n. and UCBP'l' road,. Grantee •ha.fl. have ace••• for the purpo .. a at&ted. and. following the batallation of its faciliti•• Gr-t.N ahall, to the extent reasonably pxactio::able, reatore aaid property to tbs con~ition it vae in 1-diately i:,rior to .-110rlt. ·By accepting thh eaa...,t, Gr&ntM • .,,,_ to 1...-lty and liold Gra.ntor harmle•• troa any claias for a-ages ariai119 out of the exercise of Grane.ee'11. right.a borean4cz. tflw r1Pt• and ubligations of the parties shr 1 be binding upon their reapec~ tive •uccessora and aaaigna. DATED //-/';. -(i]7 ~I~.·, •,CL -a.,...,. ~~ Anne iii.rle Lllpern STA':E OF NASHING1'0N) ) ss. COUNTY OF KING ) On thi• day peraonally •ppeared before 11a JUJ.).)Lp8 P.EXLPBltN and ANNI:! MARIE HEILPER!t, to ,... known to be the individuala dea-0 cribed in &nd who executed the within ar.4 toretJC,iD9 1n•t.ruzant, and acknowledged that they signed the .... ao U..ir fraa and voluntar~ act and deed !or the uses and purpo•e• therein .. ntion•d- GIVEN under ~y hand of ,dk,,k< •. and o:f"ficial aeal this /3 clay , 1'977. /. \ . tlo"Itc~~ State of .. Washington, reaidin,; at ~f• :•:{ F!LED roR RECOR07.f REQUEST OF: PUGET POWER REAL ESTATE DIVISION P. 0. BOX 868 9ElUWE. WASHINGTON 9800!! AmJlllON, ift1S L UUII ... ,· '"' ., .. _,. 1, .. , ...• i . . [ !.·-<' ~ '.·'_:--· r f' 0 a) ' ,_,~~~})-·'.c~ .. 074"it\t*·~~%~~~~~tit¥ff'{l.rtl:·t~4\'.:f}7&f~f~~\~~;j,?{~~ .AFTER RECORDING MAIL T01 \l!l Q Q -, ~, ~ \-l .s -\(ocL. l ( 1 1 • 3 IU:> A ~, ::)5·i, Stt-\i-l., 'Ti;IG\ ti.!~oG (;\jJ>:, ( EXCISE TAX Pt.ID OCT2 1980 .1)609643 Statutory Warrr:nty Deed lft'INUf •AWi \ i / THE GRANTORS RUDOLPH and ANNE-MARIE HEILPERN, husband and wife, 1111" ..,d ill eoaslderaliOJII of $10. 00 and other valuable consideration, ha hand paid, conveys .and warrants to THE .ASSEMBLY OF GOD CHURCH OF RENTON t~ follawing de,cribcd rtal nta1~. situated h1 the Coonty of WasbingCon: KING SEE ATTACHED LEGAL DESCRIPTION Dattd thi1 3c·-~ STATE OV WASHINGTON, l_ Cottnty of KI?,.'-0 { September, 1980. Cn Ibis day pmonally •ppea,~ Wf,m: nn RODO!.P!f an4 ANNE-MARJE BEILPERN , State of 10 me hlCW!li to ft che lndiv:k!1J19 .:lJCcillttl In •1•d who n.cutcd tlt,t witbh:I and ~ lllltrulMnt, and act.rKi,.-lcdpd th.t they 511~ >m s.s.."IH' aa their frN &lld voluntary act ~.Md, for 1he UM ud purpom ilier&n rrll.'JltioM<t. Gl,-N ··-'--• j ' =. -t!: _._ I -~ l ,;., -,m,.:an ilJ'h.:Clf!i.:V.111"..l!llbiJ ~· -woyo ,septm:i~er, 980 • . C:rfl , h -,e;; < -- ;·<>'.'··•~' -' .. ATTACHMENT TO STATUTORY WARRANTY DEED. That portion of the west one-half of the southwest one-quarter of Section 23, Townshfp 23 North, Range S East, W.M •• King County, Washington, lying southerly of the south •rgin of the Renton-Maple Valley Highway; except that portion of Hid west one-half described as follows: Beginning at the Intersection of the wost line of said Section 23 with the south 111argln of satd highway; thence South 7S042'0011 £est along said 1111rgin 390.27 feet to an existing fence; thence South 13°01'15" North along sata fenco 1,010.22 feet; thence North 75°42'00" West 139.00 feet thence South lt'42'00' Wtst 274.24 feet to the west line of said Section 23; thence North ozOos• 15' East along said west line 1,313.M feet to the point of beginning and "cept the east 20 feet of the northwest quarter of the southwest quarter of said Section 23. lying southerly of the Renton-Maple Vallay Highway, and except the north 20 feet of the east 20 feet of the southwest qua.-ter of the south~st q11arter of said Section 23. and except that portion of said west one•half described as follows: That portion of the west half of the southwest quarter of Section 23, Township 23 No~th, Range 5 East, W.M •• in King County. Wa~hfngton. described as follows: Conmencing at the southeast corner of satd west half of the souttMst quarter of Section 23. thence North 01°4~'48" East along the east 11ne thereof 1.250.33 feet distant; thence North as 0 1(•12• West 470.92 feet distant to the TRU£ POINT OF BEGINNING; thence North 11°00 1 00" West 203.00 feet distant; ~,ence North 13°00•00• East 214.58 feet distaint; thence South 11°00•00• East 203.00 ftt&t distant; thence South 13"00'00' West 214.58 feet distant to the TRUE POINT OF BEGINNING. Containing 56.38 Acres SUBJECT TO easements and restrictions of record a:ld mortgage to First Federal Savings and Loan Association secur~ng an indebtedness of Granters, which indebtedness Grantors shall pay as ~t becomes ~ue. SUBJECT TO the personal right of Granters, their guests and invitees to ingress, egress and/or access from the Maple Valley . .Bighway across the above-desc~ibed real property to Parcel 1, as more particularly cleacribeci in a Statutory Warranty Deed of even date, and t.l1e right of Granters, their guests and invitees, to uae the orchard, barn and shed located on the above-described real property. 0 II) @ 8 . ; .•T'" FTER IECDRIIIIIG MAIL TO 1 Q-\'<"\',-L.f_ ·k~.l \ I I \ , -3. R!:> "C ;:;i.<;; i!o $11:\T l f "'I£\<',\ THI& S.,ACE H~flVEU FQt IH:COtoER \ U!.£ ~ Statutory Warranty Deed THE GRANTORS RUDOLPH and ANNE-MARIE HEILPERN, husband and wife, far and in comidtralion of $10. 00 and other valuable consideration, in biuid paid, convey/ and w11rran1( 10 THE ASSEMBLY OP GOD ClWRCH OF RENTON thr following described real ~te, situated m the County of Wuhing1•: KING , State of ~t portion of the west half of the southwest quarter of Section 23, Township 23 North 1 Range S East, W.M .• in King County, Washington. described as follows: Comnenc1ng at the sovtheast corner of said west half of the southwest quarter of Section Zl. thence iicrth 01°45'48" EHt along the east line thereof 1,250.33 feet dfstant; thence North 88°14'12" West 470.92 feet distant to the TRUE POINT OF BEGINNING; thence North n°oo•oo" West 203.00 feet distant; thence North 13°00•00 11 Ea.st 214.58 feet distant; thence South 77Doo•oo 11 Eas·;. 203.00 fM-t distant; thence South 13800'00" West 214.58 feet distant to the TRUE POINT OF BEGINNING. SUBJECT TO easements and restrictions of record and mortgage to First Federal Savings and Loan Association 3ecuring an indebtednes·1 of Grantors. which indebtedness Granters shall pay as it becomes due. day of September, 1980. STATE OF WASHINGTON, Cl5. County of KING ~ On thil day pnJOMlly appnred bflor~ ~ RUDOLPH and ANNE-MARIE HElLPERN lo me known lO be die lndMdual a dhcribed in •nd who uecvt.~ the w!lhbl ;.<IC! forrsainc hastnlrnfflt, and 1i1ii!led tM -•• their frff •nd 'f011111taey act and deed, lor the ua ud purpoees thttein mmdoned. ,-;. GIVEN undtr my hand aDd offlcW seal lhb ~c · dayof $P.ptember, 1980. /) .v~·r:f!T::A::k-~ ( --- ~ ' f t ' ....... ._ f,lt-d for R«ord at Req..t of AFTER RECORDING HAIL ro, C -.(-, '"'~ 'il'M.l lft'l.t,,.,,O H_ll l!r(:C•:t• CORRECTl:D Skmalory Wammty Deed 00· IC 14 P'EC • F U6 SL -l_,_ .. _, ....... -i.oo II ,._.LN THI: GRAsn,,s :;moo-LJl'il and ANJl£-MMUE tf£tt.P!"HN, huaband and wife, lur .-.!ltd HI •·-tdru,,..... uf $10. 00 and other valuable con•ideration, in...., paid. ('"""'Y'..., wMhWl1 '" THE ASSDl&tY OF' GOO CHURCH OF RENTON XING • S...r •r SEE AT'fACltED LEGAL Of!SCRIPTION 13th n.\tt OF l\",\SHINGTON. t "· eow1y of KING \ .., .. • ' October, 1'80 RECOP.Of~ ie:·. ·:,'. 1;r ,~ 1 n rH 'e'J t: ~-'f: ~ . ·TJ: r,-,'t_l. •a.,-1 (. i ,·.1:) r.;,I~" " " Ob ibis da:r Jlffllo*aly ~ l:"-" • RUifLPH and AlOIE-NARIE HB!LPK..'-?.'!f lo ~ knowa to bt die WivWNI ~ iaJ9N wt>O ~ dlt ....._ -, ,.,._. .......... .-t ..::~ti.at they ..-:t•~ · .ta'!l'ir h...-...t_,_..,,ac1-..a .... s.1• ' . Gt\'ENundrrmyllud..t'6;ial..JlWI . ilth: ·4af111J . October, 1980 ' . '. ; :-: ~ ~,_-:i,..._../.Jt.,_..,...,'-'-< -____ ,...,_,, .. _ --~ .. s,.rrr~ 0 (l) AT'l'ACHMENT TO STATUTORY WAPRANTY DEED. ni.t Portion of 1111 •~t OM•llelf of Ult 1outtwst one•cauarwr of Sectfon Zl. Township 23 North. bnte 5 E•st. 11.M., ltfng Count.,. llashington. lying 50iitfllrty of tfle south •rgin of Ult .. nton-Naple ¥11111 HtghwAy; ••cept ttiat portion of 11fd •st one-half described as follows: h9fnntng at the int,,-sectton of the •st ltne of 11fd Section 23 with th• south •rgfn of said highway; thence South 75°42•00• fast along 11id Mrgfn 390.27 feet to an ex1stfng fence; tflence South 13°01•15• Nortfl along 11id fence 1 0 010.zz fHt, thence North 75°42°00• West 13'.00 feet th111ee South 13°42•00• West 274.24 fHt to the west lfne of satd Section 23; thence North 02°oa•15• East along satd wit ltne 1.313.66 feet to the point of beginning and Hcept the ust 20 feet of the northwest quarter of the southwest ....-rter of said Section 23. lyfng southerly of the Renton-Maple Valley Highway. and except the north 20 feet of the 11st 20 fHt of the southwest qual"ter of the sou~t qutrter of satd Section 23. and except that Portion of safd west one-half described as fcl!ows: ni.t portion of the west half of the southwest quarter of Section 23 0 TOWMhfp 23 No,:th. Range 5 East. 11.N •• fn Kfng Count.,. llashtngton, described as follows: Connencing at the southeast corner of safd west half of the southwest qwrtar of Section 23, thenc• North 01°45'48" £1st along the 11st lfnc thereof 10 250.33 feet dfstlnt; thence North fHl0 14'12· West 470.9, fHt distant to ttie TRUE POINT OF &EGIJO!ING; thence North 77"'00'00" West 203.00 fHt distant; thence North 13°00•00• East 214.58 feet distant; thence South 77°00•00• £1st 203.00 ftet distant; thence South 13°00•00• West 214.58 feet distant to the TltUE POINT Of BEGINNING, Contafnfng 5Ci .38 k"'5 BUBJEC'l' TO •••-nt:• anlS rest:rict:ion• of recorlS and aort9a99 U> Pint: l'el!eral savint• ancl I.Gan Aaaociat:ion aecurin9 a.a indebtedness of Glr-1;j which inc!•bt:e&Sn••• Orant:ora shall pay as it: bact1111• 41ae. BUBJEC'l' 'J'O t:he personal ri9ht: of Grant:or•, t:~ir vue•t:• an4 h•i~ t:o in9ress, evr••• :antl./or access from t:he Narl• Valley . .aitatuay ao::oaa t:he abov-4••r-~bel! real pre>pert:y ~ Parcel , •• •re ~iftlvl7 4eacrillel! in , ·atut:ory Warranty Deec! of ........ dat:e, ..a \be l'itlat of Grant:ora, t:heir • 'leat:a ancl in•it-•, t:o ,as. tile orobad, Mn ... aMIS locat:el! or, tbe abor.t-4••~ribel! real property. · ~T_orm O!:i Corpor,te !~r [ucmcnt Paor l of 2 I ... -,,_-,:;c"--l--'--'"-"-..C..---'-'---'-'------------·------ FORM 04 · CORPORATE SEWER EASEMENT 85/02/19 RECD • CASHSL ' ' '22 " &. NAME OF PROJECT--1.!l§k Valley fl.22Llrnprovcments The undersigned GRANTOR, Renton Assembly of God successors, and essigns (hereinafter together referred lo as .. GRANTOR"J, for end in considera~h>n cf the ,um of One ($1.00) Dollar, :md other valueble cor.sideralion, the receipt of which la hereby acknowledged, hereby convey &nd grant to WATER DISTRICT NO. 108 OF KJNC COl.Jr,JTV, WASHINGTON, jt~ successors and assigns (hereinafter together referifld to as "OISTRJCT." sod "GFtANTEE"), en exclwive easement· over, ar.ros:s, along, in, upon end under the GRANTOR'S property fer the µurposes hereafter described, -...iid easement described as follows: Legal Deseriptic.n of Permat1t-rit Sewer Easement See atuiched sheet(sJ on which said legal descriptioo is set forth a~ 11Patcel A" on attached map of easement, said attached sheet(s) and the contents thereof being made a part hereof by this reference as though ~el forth herein in tun. This easement is necessary in order that DtSTRICT may jnstall sew~r iiy-ste1n faci!ities as and when needed to furnish sewer U!rvice to property within end without D1STR1CT boundaries; and for ,uch purpose, DISTRICT may, at such time si:: D!STRtCT determines it necessary to do so 1 install, eonstru.;. t, maintain, operate, repair and/or remove end replace and/or make additions to sewer system f11cilities located on said easement. D?S7RICT agrees that when the wor;..: of iostaJJing aod/or constructing, removing and/or repairing end replacing and/o.~ adding to such sewu system faciJities commeot~s, the work shall be pedorm,d conkinuously and completed in a reasonable time and with reason~·ble ~:~::-ateh, laking into account the nature of :rucli .,,ork; and OJSTRJCT .egret:.:. that up011 completion of such work, the surface of .such easement shall be restored and replaced to a condiUon substantic.Hy equal to that before the work was commenced, to the extent tt~t it ia practicable ta do so. "Which shall lncJude replacement of shrubs and similar plantings.. The CR.ANTOR ~ha?! have tha right to use i.he 1Utface of nici easement. area ao long u GRANTOR'S use docs not Interfere with the work of repairing and/or removing and replacing and/or-adding to the sewer system faclUUn end eppurtcnanc:ea, pro,·Jded that oo permanent building or structure of .-.y kind nor new and additional 1hnb1 .nd/or plonllng, of .,, kind llhaU be erected on Hid easement.. The cONhucUon nnd lnltall&tloo of nphelt and/or concrete parkiflg surfaces by qRANTOR lha:Jl be a p•imltted uae. GRANT~ fu~lh~r granb to DJSTRJCT the r-lght of IOIJl-en to .,.x, Ingress fron• the l!bov~-described easement property for foregoing purpoaes. 'lh!:s ea:icment •hall be • covenant running with the land and WU 1J,'."on !:he GrtANTOR1 successors and aulgns, r::: -,:: '.'--::. -,. . be binding ~ ____ £,(, ' .. '\ \ • r,d .: ' ' I J l . ...-" ... .: .. ;; ,._ ~ .. ,?: .. 0 .. .. .1\-:·,·. i '.~,'.Z ~f .. Z. • Form 04 -'-.. rporata Sewer . NAME OF PROJEST __ 1984 'la) ley floor tmprove~nts DATED et .i«n/,,o , Washington this _Li_ day of h_, 19 I-I, IN WITNESS WHE:REOF, satd corporation has cauaed thls instrument to be executed b)' lU prope,· oftieeri a~d ih corpor,te ~e•I ~o he hereunto affixed this .LL_ day of A" , 19 £)[_. l!Q ~· "" z~ -o.::~),,,. g: -· -Cl')-· ;;,z: •7) :;LJg Q-.:.,o ByRee:~b~ 2! "'"'i i=~x ~ >-<.> .. ~ Pre$ident STATE: OF WASHINGTON) ) ss COUNTY OF KING ) J, the undersigned, a Notary Public In und for the Stale of Washington, do hereby eertlfy lhet en t fa ...LL_ day of »~~ , 19 IY, penonally "'PP~•r"~rl n c4 . .,, to ma known to be the President and ~ Secretary, respectlvl!lly, ot the r:orporelbn that ex:ec:utecl the foregoing trument, end acknowledged the 1aid uses and purpose• therein mentioned, and on oath stated that they are authorized to execute the said Instrument and that· the seal affixed is the coroorete seat of 111aid corporation. ' · Wltno1S my hand and official seal he~~he day written. /} .. , .. 1 ,...,~ '>, ... I ,.~ r,...,.-.,,."':-"";! 0f (/. ~ ·t • · · · -. · · · Notary Public in and for >· .... Ji',/Y'lj Jv>I\ 0 , l Washington residing at ,,,__ .. JQ:2 ..... (!oyr_l"-"'' e,, or;_. __ Sbrn,..f.. vtl'-1lla'I r '---·------------RICHAROC. T.Ll,lr,,;C. ----------------' , I j !NlHlSV3 ,10 • •'tll .9 l 011 1110 WlnlS • .• 11/26/84 ULID 17 & 16 EASEMENT DESCRIPTION An e&s&ment for sanr+~ry sewer purposes ovor, under, ncro~s nnd through that portion of Sectfon 2J, Township 23 North, Range 5 Eest, W.M., King County, Woshlngton, mor• pertrcuferfy descrfbed es follows; A strip cf land 10.00 f'let rn wtdth lylr.g 5.00 feet on eilCh sTde of the fol rowing described center I lne of an e,clstfng s;,,.,itary se:w,:ir I lne; ,, COMMENCING ;;,t .~he Northwest corner of the Southwest quartet'? of said Section 23; THENCE S 02°09'07 .. W. afono the West I lne of seld S01:thwe~ quertor, a distance of 430:59 feet; THENCE S 87°50 1 53" E. at rfght angles to sald West tJne,.i distance of 386.89 feet to the TRrE POINT OF BEGINNING; THENCE S 47•33:J3" E. 62.lO ieet; THENCE S 75°40'27" E. parallel with the Sou~herly margtn of P.S.H. No. 5 CSR 169); a dtstanc~ of 622.26 feet to Polnt "A" of thls description; THENCE S 1°46'12" W. parallel ~Ith the East ilna of the West helf of the Southwest qua~ter of said Section 23, e distance of 527.SS feet to Point "8" of thfs description; THENCE continuing S 1°46'12" w. parallel tc sald East line, a distance of 311.00 feet to Point "C" of t~ls de~crlptlon; THENCE continuing S 1•46•12-w. pa~eflel to safd East llne, a distance of 19J.04 feet to Point ~ou of this description; THENCE conttnulng s 1~46'12" w. 5.00 ,~et to 1he rnu£ POINT Of ENDING; TOGETHER WITH an easemont for sanitary sewer purposes over. under, across and througJ; a strip of land 10.00 feet In width lying 5.00 feat on eech side of the followlng described centerlfnes ot existing sanftary sewer I Ines: BEGINNING at saJd Point "A": THENCE S 75°40'27" E, porollel •Ith the·Southecly margin of P.S.H. No·. 5 (SR 169), e dlstnnce of 40.00 feet to tt111 East lln• of the West half of the Southwest quarter of said Section 23 and the TRUE POINT OF EtlOIUG, seld pofnt beartng S t 0 46't2'' w. 640.14 feot from the Northeast corner of the £est half of the Southwest quarter of satd Section 23; THHl:E BEGlr/Nlt;G et s~ld Point ''B"; THENCE S 19"24'24" E, 39.51 f•ot to the Eost lino ot the West half of· the Southw~st quartor of said Section 2) and the TRUE l'UiNT OF ENDlNG. ~~;d ~Q?~t ~e~~,r~ ~ t•~6'12n w. 1~16,.47 feet fr~m the Hortheost corner of the East ~•If of the Southw~st quarter of said Section 231 THENCE BEGIUHING at said Point "C"1 -~ENCE N 68°13'48" W, 163.00 teet to the TRUE POINT OF ENDIN01 THENCE BEGINNING at sald Pofnt 11 ·"; THENCE S 86'11'46" E. 19,04 feet to the Eost line of the W•st heft of the Snutnwest qu~rter of said Sectton 2S and the TRUE POl~T Of ENDING, said point bearing S 1'4&•12• W. 1,611.4,. foet from thll, .::irth1a1t corner of tht E11t hlff Df th4 Southwe1t quorter of said Section 23. • • ~ nEc£l<~O '"'~ i.r R/W I OS i \' "li .,fRt3 377 1492 The granto,c_ ___ hcrcin R~nton Assc111b1:iY~o.,_f_.:G~o~d'.------------- fo, tho confl.i-doui.tian of One----------··-------------Dolhi.re and other valuable considetllLiol!, convcy_S .anJ w111rant.,.!.. to the County of King, Stot.c or WHhington, all imoreat. in the followil\8 described teal estate; The West 26 ft. of the East 46 ft. of that portion of the N\-1 l.a of the SW~ of Section 23, Township 23 North, Range S East W.M. lying Southerly of State Highway #5 as originally established~ except the Southerly 145.31 ft. T~t;ihet:.\id..,tfi all that portion of the mt J,; of the SW 1.. of Section 23 1 r 23 N, R S""EWKc-exceet the East 20 ft. 1ying within 50 ft. of the following descdbed ~,I~r~tr~·,, -~eoc1_ng.:~t the SE coonet of t~e NI~~ .. of the SW !.i of Section 23, T 2~tJ! . R'"tt:.~n:.:thence North 1 46' 12" .East along the East line of said subd1v1s1on ~.~3t:'ftr-;:thence SotJtll 86° 13' 48" East at right ang1 es. thereto 4.00 ft. to Poim'!f~:·'-· • To~iher-With the.No11tfief!i":.20 ft, of the westerly 20 ft. of the Easterly 66 ft. of that PoJ:..tiQJ»IIJf'\fh\ ri~ 1. of the SW , .. of Section 23, T 23N, R 5 rn111yu19 Southerly of~~fate H\.9hwa_y\ # as originally established. ' --~ \ "' l '... \lQ #01-tt" l :"T \. .. ;:·~o,,.~f", -<:)· 0 ,zl.'\:.\t' ..._·1- IUNG COUNTY-----, NO EXCISI: TAX I JAN 041990 i E11oa,121 30,01. ·04 RSCu F ,:1:!SHSL ttlU:'"1 11 .O(c ... ,~,,..-+.-•. (l("I $~ m ~e oil neces~ury alo~s for cuts and Wla upon the abutting property on ia 11.ow, or may be constructed hereafter on Hid property. in c1mformity cil"icqtion11 for higb.l'l.llY PW"Poses, and to the same C:llitent and purpoaea as e,n1Z, d had bil!ttll acquired by condemn.atitm proceedings under Em.inent D011111in of W11ahin1lon. situnt.ed In the Cou:nty of King, State of Washingum. Dated thi:I ... 30th ··----..... UKy ot .•• ______ Au_gust _____ .M,., ______ ., A. D. lll~3_?, ___ _ ~~ :ENt:~y GOD"""" ......... . ------_ -· -· --·_ ------· ---· ----------l ::·------~~~,~~r.n:::::: . ..:; ~---J • ! ', ) : Cl ... w 2! 13 :, ~ (Y t'l "' ~ fJi !;; :>! .... 0 g 0 15 .. ~ i uo fi1 " 0 ~ ] 0 "' • ., .: Q ·~ ;~ ,. .,., j -· f :j ~ I .l ~ E 0. -1; " : > 0 ;; .5 >, • .5 '!! "! E ' " ~ " ~ 5 " " ~ C 0 • l '·- ' • ~ • .. 0 if " , 0 ~ j cl 1l i!, i! t £ a< = i~ '• ,. 'll 1#6 :rn t492 The gr nt"'-___ ,.b1;1r!in _ _,,R,_en~t~o'.!;nc.;Ac.se.:•i~emb~l:1.Y..:De_fc..:cGo~d------------ for tllo cnosd1tr1:11i11n of ___ ccone'-'------_______ DoUau •od •Jr vah11ble c«111id1.1rt1.tioa, convey_S_11od w1,m,nt...!._ t11 U,c COWAtJ' (Jf l{inJ. St.DU: or Wnh.illcton~ all .in ,till the f0Uowl12g deeeribed rr:al e.atate-: 1 Uest 26 ft. of the East 46 ft. of that ~rtion of the Mf ,., of' the SW\ of S tiDn 23, Tmimship 23 NctJ'th, Ran!le 5 East \U.f. lying soutberly of State Hi rntay 15 as origina.11y established) except the Sautharl.Y 145.31 ft. To !th~ all that portion of the tn.i l4 of the SW -~ of Section 23, T 2l N, ;. j!~~i.~t the East 20 ft. lying wfthin 50 ft. of ths following described e:fng;,a.t the SE coz;ner of tb! Nii 1,.. of the SH , .. of Section 23, T 23N, ~1rtttence North l 46' 12" :Ust a.10119 the East lfoe of said subd1vfs1on '3t!,~n·:thenc:e SoutJi BB0 13 1 48" East at right an-gles t~eteto 4.00 ft. to A, . log.~th~r'-·\fith the_ifo·~·~·-'1 · \20 ft. of the Westerly 20 ft. of the Easterly 66 ftl of.that ~Dt:...ti~~ 1~ cf the SH J.; of Sec.ti-on 23, T 2:lrt. R s-rnrt lying So therly a(,Sfate lti,ghwa i ~s. origin~l ly ,established. · \ .. . ' . ,.. ..,..,. ,. ,., \ ;~ra.o~C..:JJ KING COUHn'. ~ "'-~o iif.~ NO EXCISE T~. I JAN041990 i E110842? ;'O, 01. ·04 ?.EC"C-~ U~H.$1. ttlO?'I A .oo '1"1:++1'.0(1 ~5 .all n.t1cu-,11~ alol*s foe ci.:ts ac:id fill! upon the abutlicg popcrty _en ia .a.ow, or may bt eo-netruct~ hereafter on Hid ptopt,ty, in conrorm1ty lfie,111.iona ro, hifhWIIIIY porpoai>fr, und t,o. t.be-.aamo BlLlflnt 111"1d plltl'll~e& Ill ~ •d 11.:id baun ai;qi.~ by cond:t:11111-i1lUm prooll!lldisip Dml~ E;ninelll f)QIIIIIIUI or l\la.ahlnsc°"'. ait1,11 d in tlae Cowey ot Kltr.1, Statl! of Wa.ehir.iJ[OII. ~ Uilil._:19.S..J:t_-·_(lJl,y (ri .. --.-~'.'.9.'.t~.;. _____________ A. D. 1\l?lL- RENb:~~COD .'r!:L •. -.. ·tfi. ~i"J,iiirecesTilonr hr -21:t .:.:Z~---Mark Kruge, Treaeurec .. _ ............. l I I t ' f ; i •. I .i )? 0 &: .· -~ I ' r ' ' I j I ' ! ,;, ( f ~ :s !? ~ if I,) " i;j !; .; ~ !I; 0 g "' .. ~ § "' I ~o 'a SI }l > ;;' ~ .s ~ .s '!! 1 ~ " .. f i 1 0 ~ ~ ~ i " 0 .: C 5 0 )· '·- "llL__ l --ft----·;25.), - Ii ' C " !i> , B .. ig ~ ' ~ ' .; u • .. ' .J j 1! ti "'-J j r lC = (Y") "-' -(Y") er, ~ rn N • ,. ~ .:!) 8 3 ,! ·~ l~ ~ :··.!---:;a .Jn I I M ~ • - DlllU\lmCDBBI> state Route 169, Cedar Creve ~qrk Vicinity to Maplewood Golf courae Vicin ty ho cr&1tor, '1'BB ABBJQQ)LY O't GOD C!JmllCJI' OF lUb!ITOW, a 'H'aehlngt;.on COZ'l)c ation, M.-!l Renton AeaClllbly or God, aka A&su.bJy or God Cburci:t of Re ten, Aka 'I'he Renton Assembly of GOd, aka ASBembly of God, aka AB.oe ly ot GOtl Of' Renton \fashington, aka Aas-1::,ly of God of Renton, 1-iaahi gton, OXa Ar.seellbly of Cod, of Renton, Waahingt.on, vith full of' .sale and convayltllCe :pnrsuant t.o the sB::ld cbureh, s tution end By-laws as authorized by RCWa 24.1a.010 and 020 nnd by a najority vote of members present at a meeting of sembly, tog-ether with vote certification hy the Crantor, par aphs a., b., & c., under section 1, of Article :tv of said By- f'or and in consideration of the swa of TBN AND N0/100 ($JO.OD) , and oth(Jr VAluatile ieopaidaration, hereby conveys and warra ts to tha state of Washington, the follovi~g described real estat situated in King county, in the state of Waahingtcn, to the eame. , ant and purpose e,e, if the rlghts herein grant.ad b!ld. been ec:quired under Eminent Dol:ltain statutes o~ the Stato ot Ma.ehington. See Exhibit A attaehed hereto ~n~ ~•de a piu:t hereof. I ~t is understood and et.gr9ed that deli very of this doed i& hareb~ tendered and that the tenis and obligatiom horeot shall not bee®" binding upon the. state of waeb.ingto.n '&Utless. and until ~cce ed and approved ~ean tn writing tor the State o~ Waahingtan, Depa t ot Transportation, by the Director ot Roal Esta.ta servi Da.t•4 _ __;3;...-_3=---· •• f3 Byt Title,/ By: v T!tle\/" ___ !:°:~tie,{,~'£[1/',(.c,...~1-f, 1 {..,_Tl{"-"'{/fJ"'{f"'I(,,.,.~>{_~ ?age l of 4 pages Ei300383 03/31/~39~ FA lfo. F-1G9 ( ) Parcel No. 1-13842 .00 3300 .. 00 tf :. ·~ -~· _ · · · . ·.-·. · ·. · ··· · · .·.-~~":\ ·m \ ID'..:· /·· '. - ' . ·. I.,' ~i!~?it1~;;J~I~;J)I <\{'(;\::··· ••• . :· · .. /. ,-· .. /)/:: .-'. .. '::·:_}>:)).'\· ·-.~ ~ •. . _.·-;·:: -;~}:,-:;~; .. :,....:.:.: __ :_~-,~,.~~~~~'... .. ,,,~,,~-,i,,.6,~;·:,;:;,.~:1;,"l>:< fi DHI> ATE OP WMHDIG'l'OR unty o~ -/<J•? :es. ) On tbia ..3ft!'. day ot /-"?~-..i!.,),-t:f:Z.:!> betora u scmall.y appeared 0'< H...JL)f"ZLP '14 t:6~~ ma ~own to ba. tlle~ '""'"-'"'-'7"'"'=•.a.;-c... ________________ _ t'efflv Eba corporaticm tha.t. executed. the i!oragolng lmatiuien~, and ovloctged add instrument to be the tua i!mdl voluntary act and 6d ol aaid COrpot"&t.ion, ~or the use.a and ~-therein 't1onad, and on oath state4 that: -th~ is authorized! tc eente uaid instrument and that the se11l utlX&d is the corporat::e al ot aaid cotporatlon .. Q:tVBH under ay hand and otriaial aaal the day and year lut ve written. 5 a/wd-13842 Page 2 ot 4 pnge• PA llo. P-169 { ) Parcel No. 1-138~2 f.'i· - = / • • -._ DBl!D BZl!lDX't ll All ~a.t portion of the: hereinafter described PARCtL 1tA" lying northe ly a:f a line beg.inQlng at a point o,tiposite Highway En1Jin1E;1erts Statio (hereina.:fter re:rerrati to AS HES) 367+97. 93 oni the BR ;u;g surve line of SR 169, Ctldar Grove P11ork Vlainlty to .Maplewood GoU Course Vieintty, and 155.51 teet southerly therefrOD.; thence[ westerly parallel witb said iNrVe'Y line to a point opposite HES 36 Hs.o, thereon; tbence northerly to a point opposita BES 368-t·?:3. DO on said aun,ey 1ine ad 120 teat southerly therefrom; . thence weaterl:, parallel with ea!d survey line to a pQiht opposite HES 37 +25 thereon~ thence northerly to odd HES 370+25 and the encl c;;if this line. desori tion. PARCEL "A" That rt.ion of the west one-ba.lf' ot the southwest ona-quN±er ot sect1o ll, ~ownehip 23 North, Range 5 Ea.at, W,M.¥ in King county, Was.bin n, lyin!J aoutherly of the Bouth margin ot the Renton-Maple Val.le}'" Highway; EXCEP'l' that portion or said west one-b!llf, described as :follow: Beginn ng at the interse~tion of the west line al enid Section 23, with rra 90Uth llllllrgin of said highway; thence South 75°42'00 11 Baet along a.aid J1J&r9in, 390.27 foat to an existi g fence; thQllce So~th 13DOt•1s" west along said fenca, 1010.i2 taetr thence North ?5°42 1 00" West 1 139.00 teet; thence South 13".42'00" West, 214.24 feet to tho vast line of said SectioJ) 23; tbenc~Nortb 02°08 1 15" East along said west Uno, 1313.66 feet to the: po nt of J:ieginn!ng; AND EP'l" the east 20 fuut of the northwest quarter ot tbe southw et quarter of said ~iaction 23, lying southerly ot 1:lle Renton- Maple alley Highw.y, as conveyed to King CoWJ.ty by deed reco>:dod under e<:ordirig HWllbct' 25123'1; AND EX that portion as daeclad. to King Colln.ty by Recording Number 9001.0.& on.; A.ND SX: BPT tho north 2D :feet of tl'le eaat 20 feet. ot tne eouthwcst of the soutbvest qu.uter of nitl Section 23. Page 3 of 4 pages PA No, F-1~9 ( ) Parcel No. 1-13842 . ~----· ·• ·. ·r .;: : --. ,_-z,._; ·:_'::=\. ii I I I = ..• / -· •• • ·'':".· ( < -;_,_ • DltED ds herein describett contain an aron at 0.07 acre, JaOro or a apecit'ic details concerning all ot Whlc:b ue to :be, .. fcund Qart;ain map of definite 1ocatlon ngv of record and ou· tile oftict1 of the Secretary of Tran~_port!lt:ion .eit Olympi~. ·. and date ot approval January 21. 198:6, revised l'ebru&ry 12, Page 4 of' 4 pagoo FA No. F-169 ( ) Parcel Ho. 1·13842 • "-0::, M N (Y"') (Y"') = ('"' 0, "1 I b \JI .9 '] ~ (Ii N " ~ :r 8 " "' d) o.,. ~l~ I ~ "' 8 ~ la ~ • • I ... •. IWl1'!1B>!T state Route 169, Cedar Grove Park Vicinity to Maplewood Gol.t" Course J) Vicinity \O· The Grantort ~UE ASSEMBLY OF GOD CHURCH OF RENTOR, a Washington corporation, aka Renton 1\s&cllbly ot God 1 aka Assembly ot God Church of Renton, aka The Renton Assembly of God, aka Assembly of God, ilka Assembly of God of Renton Washington, aka Assembly of God of Renton, Washington, aka Assembly of God, ot. Renton, Washington, with full ~owars of sale and conveyance pursuant to tho said church's Constitution and Bylawo as autho~ized by RCWs 24.12.010 and 24.12.020 and by a majority vote of rnetllbers present at a meeting of the Assembly, together with vote certification by the Granter, per paragraphs a, b, and c, under section 1, ot Article IV of said. Bylaws, for and in consideration of the sum of tEH' & N0/100 ($10.00} DOLLARS, and other valuable considoration,, conveys and warrants unto the STATE OF WASHINGTON and its assigns, an easement over, under, upon and across the hereinafter described lands for the purpose of constructing and maintaining drainage easements. Said landa being situated in King County. state of Washington, and described as follows: See Exhibit A attached hereto and made a part hereof It is understood and agreed that delivery of this Easement is hereby tendered and that the tenns and obligations hereof shall not become binding upon the State of Washington unless and until accept9d and approved hereon in writing for the state of Washington, oeparbnent of Transportation by its Director of Real Estate services. Accepted and Approved: Dated THE ASSEMBLY OF GOD CHURCH OF RENTON~ a Washington corporation FA. Uo. F-169i ) Parcel No. 1-13842 Page 1 of 4 pages • .. -. ·-•- . . . . ... ,~c: •.:... : .. ,;::~·-:·,:!".::.:.,,;~:;-,:,:.~·-i.::-:.:~,;c:'~·~,\:,:.,;;!'::,:.z.-&:,.....=...:...~,;..,..,.____ ., STATE OY 'WABIIIHGTOH county of k, ,, 7 ••• bofore ma to mo kno'lr/11 to l>e the ..:;:} cJ ..,-,..A> and fl,,!>&;, ~ of the corporation that executod tha foregoing !nat.rument, an4 acknowledged said instrument to be the f'rae and voluntary act and dead ot said corporation, for the uses and purposes therein mentioned, and on oath stated that :f:lc..'4 authorized to execute said instrument and that the seal af£1xed ls the corporate seal of said corporation. GZVDI' under my hand and otticial seal the day and: year last abova written. 1.2ct/13842est ?,;\;~the stato ot Washington, Residing at ,,,.s.,,""'"'~&&~L~~-=~--- My AppointmenFcKPires .:Y,vl:z:~ P~e 2 of 4 pages PA No. F-169( ) Parcel No. 1-13B~2 ·,,·: ::.r-. . ,,,. !.. ·::_.·/-,,.. ····1:,~ (:·:~ '.~: ~.:;}/ jJ ;,;.,·:: -~· # ·_!~ r1 ~>;; ;t ,',~ • ' 'I -' • • , ', • ... 1~, ' ,:,_, t :~?-i~;:~:,,,f.~~:~. {' I:_~~~-•.:,:::~":)~:;-~ \ ~-~ ~.-;.;f ~·~ --~ ~. •· , I 1. ~· ,.._ cc <', ' "-1 (Y") (Y") = er· 0-, i· ' I· ' • - '. ·: /.--:: .. ·.,.,.,,. , .... EABinmNT BilllBIT A A11 that portion of the hereinafter describod PiUlCEL 11 A" lying northerly of a line beginning ~t Highway :Engineer's Station {hereinafter referred to as HES) 370+25 on the SR 169 surv-ey line of SR 169, Cedar Grove Park Vicinity to Maplewood Golf Course Vicinity; thence southe~ly to a point opposite snid HES 370+25 and 120 feet southerly therefro~; thence westerly parallel with said survey line to a point opposite HES 372+70.00 thereon; thence southerly to a point opposite said HES 372+70.00 and 190 feet southerly thererrom; thence westerly parallel with said survey lino 600 :feet to a point and the end of this line description. PARCEL "A" That portion of the west one-half of the southwest one-quarter of Section 23, Township 23 North, Range 5 East, ff'.M., in King county, Washington, lying southerly ct the south margin ot the Renton-Maple Valley Highway; EXCEPT tbat portion of said west one-halt, d.escribed as follows: Deg inning at the intersection of the west line of said Section 23, with the south margin of said highway; thence South 75.:.42 1 00 11 East along said margin, 390.27 feet to an existing fence; thence South 13"'01 1 15" West along said fence, 1010·.22 feet; thence Norttl 7~"'42 1 00 11 West, 139.00 :teot; thence south 1JD42'0011 West, 27(.24 feet to the west line of said section 23; thence North 02°os 1 15 11 East along said weot line, 1313.66 feet to the point of beginning; ANO EXCEPT the east 20 feet of tbe northwest quarter at the southwest quarter ot said Section 23, lyln~ southerly of the Renton-Maple Valley Highway, as CQnveyed to Ring County by deed recorded under Recording Number 251237; ANO EXCEPT that portion 88 deeded to King County by RecorQing Numbor ~001041071; AND EXCEPT the north 20 :teet ot the east 20 feat or the southwest quarter of the southwest quarter of said Section 23. Page 3 of 4 pages FA No. F-169 ( ) Parce1 No. 1-13842 .;, .. • ' ., , I ' • - BDXDXT A (oontiD11•41 -H The lands herein described contain an area of C.96 acra, more or less, the specific details concerning all or which ure to be found in the cartain map of definite location now of record and on file in the office of the Secretary of Transportation at Olympia,. and bearing date ot approva1 January 21, 1986, revised February 12, 1993. Date:/ S-3-? 5 llage -4 o'f 4. pages PA No. F-169( ) Parc&1 No. 1-13842 •· • ~ " 8 g "' ~ ~ " I a s lli • l After recording return to: Urban uesign, lnc. 611 Market street, SUite 3 Kirkland, WA 98033 • - OECLARATICN OF COVEHA/ff IN CONSIDERATION OF the approved King County ----------- ___ Dui~l_dlng~~Pennl-_t ____ permit fc,r application No. __,c,i=20,,o.,.J,,84"------ relating to real property legally described as follows: SEE I\TTl\Clll!D The undersigned as Grantor(s), declares that the above described property is hereby subject an easell)ent for a natural or constructed conveyance system and hereby dedicates, covenants and agrees as follows: 1. King County shall have the right to ingress and egress over those portions not conl~ined in Exhibit ~A" ta access such easement area for iospec- tion of and to reasonably monitor the system for performance, operational flows, or defects tn accordance with and [as presented in King County Code Section 9.04.120). 2. If King County determines that maintenance or repair work is required to be done to the system, the Hanager of the Surface ~ater Management DiYision of the Department of Public Works shall give notice of the specific m3intenance and/or repair required pursllant to K.C.C. 9.04.030. The Manager shall also set ;i reasonable time in which such work is to be comp·leted by the Grantor{s), its heirs, successors or assigns. If the above required D8-:H11l, -l - -r .. I e - maintenance and/or repair is not completed within the time set by the Hanager, the Coui1ty may perform the required maintenance and/or repair. Written notice will be sent to the Grantor(s) stating the County's intention to perform such maintenance. Maintenance work wtll not corrunence until at least seven {7) days after such notice is. maiJed. If, within the sole d1sc.retlon of tha Surface Water Management Division Manager, there exists an illVlllnent or present danger, said seven (7) day notice period will be waived and maintenance and/or repair work. will beg·in invnediately. 3. If at any time Kln9 County reasonably determine:."i that any ex·isting retention/detention syste11 creates any of the conditions listed in K.C.C. 9.04.030 and herein incorporated by reference, the Surface Water Manag~ment Division Manager may take measures 1peclfied therein. 4. The Grantor(s) shall assume all resp~nsib11ity for the cost of any maintenance and for re~airs to the system. Such responsibility shall include reimbursement to the Caunty within thirty (30) days of the receipt of the ;nvoice for any such work performed. Overdue payments will require paJ111ent of interest at the current legal rate as ltquidated damages. If legal action ensues, the prevailing party is entitled to co5t~ or fees. 5. The Grantor(s) is (a.re) hereby required to obtain written approval from the Surface Water Management Division Manager of the Ktng County Department of Public Works prior to filling, ptptng, cutting, or removing veg- etation (except in routine landscape maintenance) 1n open vegetated drainage facilittes (such as swales, chann~ls, ditches, ponds, pond~ etc.), or perfonn- in9 any alterations or modifications to the drainage facilities contained within said drain3ge easement. Any notice or c~nsent required to be given ot 08:Nl10 -1 - l _______ _ • l • I . ··- .. I l.-- • - otherwise provided for by th~ provisions of this Agreement shall be effective upon personal delivery, or three (3) days after mailing by Certified Mail, return receipt requested. 6. This Agreement constitutes the entire agreement between the parties, and supersedes all prior discussions, negotiations, and all agreements whatso- ever whether oral or written. This covenant is intended to protect the value of desirability of the. real property described above, and sh~ll insure to the benefit all the citi- zens of Killg County, and shall be binding on all heirs, success.ors and a5,5.igns. STATE Of WASHINGTON COUNTY OF KING ss. 0\/NER p(_J..)71},j QWN(R appeared before me: =.J-,.'-c-'--+,,_.,....cJt=-.,.L'""L.J-""-~-----~~·· to me known to be the individual(s) described in and who executed the within and foregoing in~tru- ment and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. 7 day of -3 .. .. . .. l I I I I L. • • - LEGAL DESCRIPTION THAT PORTION OF Tl-IE tl[ST HALF OF THE SOUTHWEST QUARTER OF SECTION: 23" TOWNSHIP 23 NORTH, RA~GE 5 EAST, W•"•• IN KING COUNTY, WASHINGTON, LYING SOUTHERl.V' OF THE SOUTH ,.,UGift OF THE RENTON-f'tAPl.E VALLEY HIGHWAY., UCEPT THAT PORTION OF SAID WEST HALF OfSCRlBEO AS FOLLOWS; BEG]HNING AT TH£ INTERSECTION OF THE WE~T LINE Of SAID Sf.t110N 23 WI7H THE SOUTH NARGIN OF SAID HIGHWAY; THENCE SOUTH 7S 0 ~2'00n EAST ALONG SAID MARGIN 390.Zl FEET TO AN E•lSTtNr, FENCE; THE~CE SOUTH 13001•15n WEST AlO~G SAID FENCE 1010.22 FEET; THENCE NORTH 75042•00• WEST 139.00 FEET~ THENCE SOUTH 13o,4z•OO" WEST z74,.z.c, FEET TO THE WEST LINE OF S.UD SECTION 23: THENCE ~ORTH zoos•15• EAST ALONG SAID MEST LINE 131].66 FEET TO THE POlNT OF aectNNlNG ANO EXCEPT THE east 20 FEET OF lHE NORTHWEST QUARTE~ OF THE SOUTHWEST QUARTER Of s•ro SECTION 23. LYING SOUTHERLY OF THE RENTON•MAPLE v~t~EY HJ~~~AY9 AnD ElCEPT THE NORTK 20 r~::-r Of THE [AST 2~ f~ET OF THE SOUT~WESi QUARTER OF THE SOUTHWEST OUARTER Of satn SECTION 23 AND EXCEPT THAT POJtTION COICOEMHED IN SUPf;RlOR COURT CAUSE ND. 702'956• V '. . ' •· ' ~ . .' ' '' '. ' . ' . ' . '' __ l ... --lh .. ,.,._,.,.,....::. __ • ' • • • - ~ [ X-H 1011 ''A' ,o DEO..AAAT1orl or-O:J'/e,-JANr R:>f<. D/'.A•N/16i£ .SYS,"EM t{lf111'l/TIII\NCh L' " '. -. ' . ' . ' . -. ' ' . .. 11 • i I .. J·,;: . . . ...... "' .,; ® Kln,ceounty D11Jldlng & Land Dewelcpmenf DM1lon ruk1, ftfflnlng UN ~NttlH}wi~nl :J:fOO • IUlh Plte9 9wihant wa-,w11hlnpnilOOI-MOO • • . ·-.. ~-'.-··I,----~----·-~- '11£CEIVEo Tms IJ..lr BENBIWIVB AR NOTXCE For Perm.it Number: For Parcel NUllber, 2,31.305:'Jo!./ , more fully described as (street address) 1£"2~ Sf3. :+ Ylhple 1/R //e~ H'<-'::J· if any, with legal description attaclmd hereto. This property contains sensitive areas and/or sensitive area buffers, as defined by tho King county Sensitive Areas Ordinance, R.c.c. 21.54. The provisions of tha Sensitive Areas Ordinance apply to this property. Limitations may exist on action• in or attecting the sensitive areas or their butters present on this property.. For further information regarding such. limitations, please contact the Building and Land Development Division of King county or its successor agency. This notice shall run with the land and shall not be rmaoved except Upon spocific written authorization recorded herein by King Coun~y~ I, (print) ~ · R,c;:. /k,.s;: · , bereby certify that I am tl1e owner of the above-roterence~d prop~rty ~ \· ~ /~er'ss9nature) SUBSCRIBED AND Slro!UI TO before me this~:f-day ot f\uausf-, 19 93 • -a--- l\l'l'ACHIIEN'l'S ----. - .___;~'CttU ((_f'\.Ll/4-, . ;irARl.' PUBLIC in and fox-State of ~ashington, residing at ]c,COQ"c , ; ' ,I • • I ,_·' ' . '· :"·',.;;''.·:,.·::.;/: . .. ., _, jf~ ' --·-~ . ·'· .,. .-·,·:.. •. • • { LEGAL DESCRIYT'.IOK That portion of the West half of the Southwest quarter of Section 23, Township 23 North, Range 5 Eas~ W.M., King County, Washington lying Southerly of the South margin of the Renton Maple Valley Highway; EXCEPT that portion of said West half described as follows: BEGINNING al the intersection of the West line ••id Section 23 with the South margin of said highway; THENCE South 75° 42' 00" East along said margin 390.27 feet to an existing fence: ~ THENCE South 13° 01' 15' West along said ience 1010.22 feet; THENCE North 75° 42' 00" West 139.0 feet; 2; THENCE South 13° 42' 00" West 274.24 feet to the West line of said Section 23, Q THENCE North 02• 08' 15" East along said West line 1313.66 feet to the POINT OF ~ BEGINNING; i; And EXCEPT lhe East 20 feet of the Northwest quarter of Iha Southwest quarter of a, said Section 23, lying Southerly of the Reolon-Maple Valley Highway; And EXCEPT lhe North 20 feet of the East 20 feet of the Southwest quarter of the Southwest quMer of said Section 23. Containing 57.37 Acres. ·---....:.:··· • ,I' • • -' • • '• 1." . ' .. ! . · .. ., N ! Q iz5 Q r:, CT.I t:1 i I I I \ • RENTON ASSEMBLY OF GOD . , . ;.\ :~ )~'_,,·~.~.·I: --·-=--'\. KING CC. ACTIVITY NO • C92003S4 152H!l AVE: S£ __ SCALE 1-.200- 15' BUILDING ...l/~ SETBACK ~ -1', , I ,o· STEEP stDPE BUFFER ·TOE OF STEEP SLOPE •. .-,.. :.. ----;. ' ,5• SUILDING .. . SETBACK , ___ . -. ------:.-..-:::: :.:.·.:. ., ..... ::: -.. --- ::::J:;~~e:~:::::. :: :: >. ,, // I I :, " ,, , , ,, ,, ~ STE£P SLOPE AAEA L":::,. .•.• "II .,,, ' ' .. '·: ...... , ----s:::.-.-:_--D5c~-. ',\ . --------------:.:::::.:::~. .\ \\ ,. --cor me run .,...,- Ttia 1ou11i1n of 1tllt/tHH Ht1Sllh'I~., •• ttlllMIC:t. .,,.,., u1a,, no1 iun0 ~. All 11n1llln ,u,,> .. " tJ.t 1uD11u 10 futtMf U¥1tw ~ &ftY all11all°" I I~ lltl QI IU Ifft.• 110..C UHII), I ' TI\l1 1111 pun lot ffrUI nwic:11 I ' • rcuanlbly appro:,dUUI ltll l~Ul(onrl lftli stnilllYe Htl J'Jb}~ CT!Jl,!I, ~ . .1.:.J:.) . 1¢3 ~:S,:.f.;,..,.;;;-;,1.':"':::,=:~"""~-. --:r::u1v=---"'" ~·~. ... , ... ...._ I I .., ' \ I ...... \ \ \ '"'. \ I \ \ ' ' I\ ' ', \\ \ \ \ \\ \~,'\c-, ---::c \, --~-----.:--=---· \\ ,,, -·-·-----,, ,, --· ... ---· , '<,, c·::.,·c,:.,-, ::,. ---I \ ' \, '·-~ .-::::::: --\\ ---'~, ·--,~ ~ ... ~-- -- ----·-'-.. ~ ....... ~- CSiOC384 __.,ll.."I!.-• FILED FOR RECORO ~T REQUEST Of: PUGET PC'/~ i! REP..L ESl Alt: Ui.:Pt'.RTilENT P.O. OOX 9i'OJ..l OELlEVUE. Wf>.SHlNGTON 98009·9734 EASEMENT ,, !="or and in con~ttratbn of One Do1l11r 1$1.00) Qfld otfi6f valuable conslderutlon, the fOQl)~of which ts hem acknowted{IQd, ~EMRI Y Of GQP CHURCH OF RENTON a oon-oroOtomanknlk?o ("Gran!Dr"' herein}, horeby grMls, COflV&:p and warrants to PUGET SOUND POWER & LIGHT COMPANY, a W.ahlngh,n CQrporallon rart1nt"e• harein). ror tlM purposes herefnalte, &el forth; a pe,pelUal 11asomen1 over, aero st and undo< lhc lollowfng deSCflbed roill proporty [Iha ~Pmper1y" herein) (n KITTO County. Washington: That portion of the West half of the Southwest Quarter of Section 23, Township 23 North, aange 5 Eaet, W.H., lying Southerly of the South margin of the Renton-Maple Valley Highway {SR 169); EXCEE'T that portion of said West half described as follows: Beginning at the intersection of the West line of eaid Section 23 with the south margin of said highway; THENCE: south 75°42 • 00" East along Baid maL'gin a dletance of 390.27 feet to an existing fence; THENCE South 13°01 '15" West along said fence a distance of 1~010.22 feet; THENCE North 7S0 42 1 00" West a distance of 139 feet; THENCE south 1)0 42 1 00 11 West a distance of 274. 24 feet to the west line of aaid Section 23; THENCE North 02°08' 15" East along aaid West line a distance OE 1313.66 feet lo the POINT OF BEGINNING; AND EXCEPT the East 20 feet of tQe Northwest quarter of the Southwest quarter of said Section 23 lying Southerly of said Highway; ALSO EXCEP1' the North 20 feet of the East 20 feet of the southwest Quarter oE the Southwest guartcr of said section 23. ALSO EXCEPT that portion thereof for Highway as described _under King County Recording Number 900104071. EKCept M may be otherwise u1 forth herein Grante.·s rights o.h::~ bo exoreh,ed upon thllt ponlon ol th Property (the ·R1ght"(ll•WC1~· herein} des<:rt,od as follow1: A R1ght-o!-Way lm..1.1.0l fett 11'1 width having lim..W, teet of 1uch width on each side-oJ • ~nterlfne da:wlbed as follows.: The centerline of Grantee•a facilities ae constructed or·· to be constructed, extended or relocated, lying Withi.n, the North lJOO feet of the east 700 feet, aa meas\l·r·e:.d., along the East line thereof, of the above deaci;)bed. Property. -,.! .. 1 .. ·./,· -. (Thie easement may be superseded at a later date' .·by.:·a· document With a more specific easement description biu!ed· on a survey furnished by Grantor-at no coet to Grante8;') · · 1. Purpoea. Granlllei 1hall have Iha right lo construct. operate, malnlaln, ttpalr, r&placs and enlarge one or more olecbic t,ansmlsslon #Idiot dl~don Dno, over ardlorundor the Rlght·ol•Way togethor wllh all necessary or oonv'ffll&nt appu,tenances thereto, which may Fnclude bul am nol Hmltod to the rollowfng: 11. Onrheed teolllltH. Pokl!I and/or towe1s wllh crossarm,, braces, guys and anchorP, alectnc transmls.slon and dlsltlbutlon Hnos: communk:1Uon errd signal l\nes; transform 1111. b, Underground taollhtes. Undvrground conduits, cabhts, v11Uh, mtnholes, 1wlk:he11 and ttansfmmer1; ,~rkld or ground 1JXJUllled faellltles such es pads, transfonneta and swllchn. Following the Initial construetion ol iB r11ciJilios, Gran!se 111ay !rom time to Ume i.onstnld such addlllonal ffnes. andolher l.icilities 8$ ~ may ,tqUfrit. 2. AccetH. Granlee shall have the right al access to the lllght-of·Way over and across the Propmty to enable Grantee to 11111ton:lse its rlghb t,areurder, provldltd, lhat Granteo :shall oompenstl& Granto, for art)' dam.ega, to Iha Propa1ty caused b-/ tho o-.erclse <11 said right of 8.cce-"..3, 3. Cu1Un11 of Tteea, Grantoa shaQ have Iha dghl to cut or trim ony and ell brush or tree, standing or gnM\ng upon lhe Rlghc~l·W•r and also~ right to cut or trim any tteas upon the Propeny whk:h, In IIIUlno, could In Gran1ae"t1 Ntuonabla ~ be a hazard lo Gran!ae'a facRilkts. 9310135 KJ/ACOOt 235-91 l ·· II ·•~-+ § • :~) __________ .;... _________ .,_ " ' ,. = • 4. Oran1or'1 U.. o-t RIQht-ol•Way. Granto!' rese,ves the right IO Ult the Right-of-Way fer any PUl'JXIM nol lno,nslatant with the rights herein granted, prowcled, lhal Grantor ,hal not construct or mak11.aln any building or other atnsdUre on tho Rfght~f·Way and graritor shall do no blasllng within 300 feet or Orantee'1 lacllllm wthoul Grantae'a pti:.lr writtien eonunl 5. Indemnity. Sy accepting Md tecordlng tta 111seme11t,. OrantN agreo9 to Indemnify and hold t1arml•U Gtanlor from aey and al clalmo fof ln~1Je1 and/or damagee tulfured by any peiwon, wlllch may be caulled by lhe Grantee·• exetdae al lhe rights h&Rln grl!:nted;; provld,d. lhat GtantH thall nat be ,apa1111lble lo ar.rnor fOI' MY Injuries andfor damages to any peraon cBWIMI by act, oromlssbn-a of Orantor. · 8. AhandonmltflL The rights herein granted ahalL (:Dn!lnue untU wc:h time a:s Grantee cea:u1t lo uto the Rlght-ol-W4y !or a potlOd of five 15) "-!ce&1Dtve YfNUS, In whkh event lhb aa5811"18nl lhalt termlnale aBd all fllhbl h&mutlWr ahal.l revert lo Gr:mtor. prov!dld. that no abandonl'll8nl dial! be deemed lo h11.v. oc:curred by rauon of GranlH'a lalk-11111 to tnltltll)! tu1taII Ila facilJUea on the Rlghl-Of.Wa)' within 1111y period of Imo &om the dale holeol 7. Suca ... ar and AHlgn,. The rights and gbllgatJona of the partltt ,naa tnurs to thtt benatl! of and be binding t.lP(lfl lMlr ,.,peci! .... 1u1xHto111 and ualgna. OATEO IN• ;f 0 GIWIIOR ss "-" Myoomml .. ion """"' ,IO -r-9 7 e. ,-9 • .Cer3usari .,. .-. •! , .. -.. • • ll.rba11. Des11n, £c.. '73 3 ,,-Ht Ave I Sfe.. ~JJ., K1rk.lo..ntl, LtJA q,io 33 00 Docum,nl Tlll~J) (or lran,acllom contlined henln): ----------- T,f 1-e_ Reference Nta111bt!r(s) ofDocumenb 11sslli:ned or rtleutd: ----------- Additional reference numbers on page __ of docurncnt(s) Granfor(s) (last namr, flrsl niune, lnlll:111b)!). ~<:b_R,Y{, ~ Pre':, , Q~Y\kn A S'21'm b\1 o\ Go ,l Addilional names on p3gc ___ o{ documcnl(s) Cranlee(.s) (l11sl nomet Ont nRme, inllh1ls): _kec_,e_/\o,Q+-(,°'OV"'-'-"'-±LC''f,'--------- Additional names on page __ of documeril{s): ------------ . oe.e _ ..llfil:~s,:6h...,_,1"c.>c<lL.:._ _____ _ l,ega:I description (abbrcYlattd): Loi: __ , Block:__ Plt1t/Scclion: Township: __ Range: __ Addilionsl legal is on page ___ of documcn!(s) ,.- Lot:__ Block:__ Plat/Section:: l? fownship: 'Z 7 Rangc:~ Additional le~al is on page ___ of document{!) lot:_~ Block:__ Plat/Section: __ Town,hip: __ Range: __ Additional legal is on pagc ___ of documenl(s) Lot_~ Diode:____ Plat/Seclion:__ Township: __ Range: __ Addiliom1l leg11I i$ on page ___ of documenl{s) As.senor'• rropcrly Tu J>nrccl/Account Number(s): 2 3 2-3D5 Clo 2 l DO NOT WRITE IN MARGINS The Audlfnr/R,corder wlll nly on the lnfor111•tion provided on thb form. The stAff wlll not read the at1111cbed documenl to verify th11 accurat)' or compldeness or the lnde:dng lnformallon pro\'kltd hut.In. T9i/L,a9a1Cov.S.ht 3/U/97-1010~ Al'l/dj .,,, !. .. '. ' ;; r i ! g " ~ " ~ is I § . "' ~ • @ KingCoul'II)' Oqu. ol Ocfflcp!Ull .llnd Environmttal ~r,,k:t-s Land lJ$l' Smkts Dh'Uh1n 900 Gake:sdJ~ Avenue So11un¥est Remoo. WA 980S,,1119 • • • For Permil Number: __ B_ct_7~C_O_Qll=_,'l~----------- For Parcel Number: Z-3 Z-305 £la 2-i , more fully de.scrit-.cd as (street address) This property contains sensitive areas and/or sensitive area buffers, as defined by the Kiog Councy Sensitive Areas Ordinance, KCC 21A.24, The provisions of lbe Sensitive Areas Ordinance apply to this property. Limitation may exist on actioos in or ~ffecting the sensitive areas or their buffers present on this property. For further infonnation regarding such liJnitation, please contact the La.ad Use Services Division of King County or its successor agency. Tltis notice shall run with the land and shaJI not be removed except upon specific writtea authorization recorded herein by King County. I, (print) t), /Jq: Poss-81 S. certify that I am the owner of the abofe-referenced property. • hereby not9ry seal Attactuncnts . . "-' . - ~ l ® KinsO:miry Dq:,I. "' lkvd~ &nd EiwironmUD.l Sentcff LMld Uk Sn--.ki:s Dhisloa 9000,U:Sdalc A."1'111t SOl,ILIIMSI hlllOII. w~ 980$1-lll9 • " .. • • I, (print) [\ n ~ As 5; Ris:-lJ · /C-f hereby certify that I am the owner notnryseal of the above~ referenced property. /),s-. Notary Pubtic in for the ( ./f~rf t,;S"- State of Washington, residing at~ ( ownet'ssignature) • • - LEGAL DESCRIPTION ORDER NO, 264996-S THE LANO REFERRED TO IN THIS COMMITMENT IS SITUATED IN THE STATE Of WASHINGTON. COUNTY OF KING" ANO 1$ DESCRIBED AS FOLLOWS: THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 23. TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M •• KING COUNTY. WASHINGTON l YING SOUTHERLY OF THE SOUTH MARGIN OF THE RENTON MAPLE VALL.EV MIGHWAY; EXCEPT THAT PORTION OF SAID WEST HALF DESCRIBED AS fOlLOWS: BEGINNING AT THE lNTERSECTION OF THE WEST LINE SAID SECTION 23 WITH THE SOUTH MARGIN OF SAID HIGHWAY; THENCE SOUTH 75 ° 42' oo· EAST ALONG SAID MARGIN 390.27 FEET TO AN EXISTING FENCE; THENCE SOUTH 134 01' 15~ W£ST ALONG SAID FENCE 1.010.22 FEET; THENCE NORTH 75° 42' oo• WEST 139.0 FEET; THENCE SOUTH 13" 42· oo· WEST 274.24 FEET TO THE WEST l1NE OF SAID SECTION 23, THENCE NORTH 02 ° os· 15. EAST ALONG SAIO WEST LINE 1 J l 3.66 FEET TO THE POINT OF BEGINNING; ANO EXCEPT ANY PORTION THE~EOF LYING WITHIN PARCEL OF LANO CONVEYED TO LOUIS A. WOHLMAN AND STELLA WOHLMAN, tilS WIFE, BY DEED RECORDED DECEMBER 4. 1958 UNDER RECORDING NO. 4970773; ANO EXCEPT ANY PORTION THEflEOF LVING WITHIN PARCEL OF LAND CONVEYED TO MARION K. DAVIS av REAL ESTATE CONTRACT ANO fULFILlM9H DEED RECORDED DECEMBER 20, 1961 AND DECEMBER 2, 1964 UNDER RECORDING NOS. 5366494 AND 5817922; ANO EXCEPT THE EAST 20 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23, l YING SOUTHERLY OF THE RENTON· MAPLE VALLEY HIGHWAY, AS CONVEY.ED TO KING COUNTY BY DEED RECOAOED UNDER RECORDING NO. 251237; AND EXCEPT THAT PORTIONASOEEOED TO KING COUNTY FOR 162ND AVENUE SOUTHEAST BY KING COUNTY RECORDING NO. 9001041071; ANO EXCEPT THE NORTH 20 FEET OF THE EASl 20 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23; AND EXCEPT THAT PORTION AS DEEOEDTO THE STATE. OF WASHINGTON FOR SR. 169 BY KING COUNTV RECORDING NO. 9303312388. SITUATE IN THE COUNTY OF KING, ST ATE OF WASHINGTON. .,· .,. . .... .... i'-, 1,.,._ r • • • ~· ' . ~:, ~-".:,I ;/..-: .·;· ·\ :·:..-'.'' )'•, ... IJ \~I '" Jll ~·" ~ • • • • '[' :i-.! ~ g ~ <) ~ ,. ' > ~ 'll (.0 a ii i \ r-·• Recot'Uing Requested By And 'When Recorded Mail To: King County Watet and Lands RC!)olln:es Division Rewun:e Lands and Open Space Section. 810-Third A~·cnue::, Suitt 350 Seattle, WA 98104 • • RECORDING COVER SHEET EASE\ll:Yr .\GREE:\IE.'ff Grant(lr !Sc!ferJ: Renti>l1 A.'iSembfv of God Grantee (UuyerJ: King 0)Untv Legal Des..:rlptfon: SW~-. 23~23-5 Addit)(lnal legaJ(s:Jtm; 5-f) A.e;sessor's Tax Pilri:el toii: 232>115-%21..:Q?. ., ' • JI (' ( • King Cciunty Re.source Lands and Oper, Space Se...:tion Water <1mJ Land Resources Division Depar1ment of ,;,'.llural Roource SI O Third Avcauc. S.uite ]50 Se:itclc. W . .\ 9&!04 • • i:TILITY EASBIE:'IT Gr,·mror: Renton Assembly of God. a Washington non-profit corporation Grantee: King Counly. a political subdivision of the State of Washington :\bbr~viated Legal Description: SW !J. 23-~3-5 A.s:ses:-or's Ta:t Parcel :,ios.: 232305-902l-U7 Projc,;t: Madsen Creek Sewer Stabilization :-'Jn.:cl :\o.: 4 The undersigned Grantor. their hem. suceessors and assigns (hercmatit!r coge1her referred to a.s ··Grantor''). for and in consideration of the sum of Teo antJ No.1 100 Dollars (LS. $10.00) and other valuable consideration. the receipt of which is hereby ;1,~knov,·ledged. hereby convey and grant lo King County. a political suhdi·..is1on of \he State l)f WJshmgton. i1s successors and assigns (hereinafter together referred lo a~ .. COC:-iTY""), a pennanent ea:,,,cment ovc:r. across. along. m. up0n and under the fol!l)wmg dcscnbed property: Said property is des,:;ribed m fahibil A attached hereto and made part of thi.s t ·11ltt: Easement The lt1tal consideration to be paid herein is subject to an appraisal of such pmpcrt;· hy an MAI appraiser selixled by Granlee and a review thereof by Grantee's review arpraiser. Said apprai.sed amount shall be determined within 90 days of execution of the; instrument Said easemenl heing for the purpose of installing, constructing, opera1ing, maintaining, protecting, mno,..:ing, rep2iri11g and replJ.cing a wastewaler pipeline along wtch .~II conni=ct10ns. manholes and appur1enances thereto and for the purpose of rnnstnictm!;. monitoring. reconstructing. mai11.1aining: and repairing bank stabihzauon. m~tream aquatic habitat rcs1nrat1on and stream enhancement projects, togerher wtth the right ~,f mgress to and egress from sairJ dmribed property for the foregoing purposr!.s . .. ~- I ( • • - Together with a temporary construction easement for the purposes of ingress and egress. i.he s1aging of eqrnprncm and L'Ons1ruction material:-.. an<l thoe: compk!t1.m of said Construc1ion ,.\ctivitics consis1cn1 ·with thl! purpu:ws of th~ proJe<:I m:cr the p,ropcrt;, dcscnbed in E.,;hibit B. anachcd hereto T Qgether with the right of in!,'Tess lo and e!,rreS!> from :klii.l described propen~ for the foregoing purposes. The Grantor hereby and the COUNTY. by accepting and recording this easeme:nc. mutually covenant a.nd agree as follows: l. COENn· shall. upon completion of any cc>ns1runicin 11f any facilitie--de'.-(:riherl herein. remove all debris and restore the surface of the abo,1e described propeny as nearl)- 3S po,ss1ble 10 Lhe condition in which 11 cxis!cd at the dale of1his agreement. 2. COUNTY shall. if 1he above described property is disturbed by the maintenance. removal. repair or replacement of the facilities .specified herein, restore the surface of the a.hove described pn,,perty as neJrly as possible lo the condition in which it existed at the .:ommer.cemellt of said ~ain1enance. remo,;al, repair or replacement. 3. COt3NTY shall protect and save harmless Granlor from any and all claims. demands, loss. damage. expense and liability of every kind and description including p~rsona.1 mjury and for any damage to or l1)S5 or d-:struc1ion of property wha1soe,..er suffered hy Gra:ntor. their heirs. succesS{tf"S. and assigns. or by any persons. finns or corporations. because of the construction and, or maintenance:: vf said facilities. 4. Grantor hereby agrees to defend. indemnify and hold the COUNTY harmless from and ag.ltnst any and all claims. demand~. losses, damages. and expenses of every kmd. including personal inJury claims (including ali amounts paid in settlement of the aforesaid claims). suffered by the COUNTY as J result of Grantor's conduct on the property. br,lh inside and outside the ~as~men! area. All nght. title and 1merest that may be used :md enjoyOO without interfering: with tht:-casement nghts hcrem con••eyed il!C reser...-ed to the Grantof. Except as othe:-w1~ provided herein. and after lhe date of this agreement, the construct1011. installation. or maintenance of any srrucrurcs. whether lcmporary or permanent, shall be absolutely prohibited within the above described pcnnanent easement area and shaU be deemed an unreasonable interference with the COl.JN"TY"s easement rights unless specifically appm\"ed in writmg by the-COUNTY. which approval shall not be unreasonably withheld. ~foreover. as w such unpro1;ed strucrures, the provisions of paragraph l. 2. ar.d 3 shalt not apply. .. I I • . 'l -- ( • • • Dated thi~ :)-,--11 day of _jfj__B._y --·---· 19 f'!. GRA"\TOR: Renton Assembly of God. a W;i~hin!,>ton non-proril rn~Jra(tun STATE OF WAStll"iC.TON, }SS. Cnuntyof!Ung: I hm:by certify th.it know or have satisfat:tory evidence thal ,)v ,J:: .c:; vY )I 1 .s is.I.arc the pcrsanf1) who appeared bt:t0re ;;: and said person(s) acknowledged 1hat _he_ signed this instrwnent. on Qath sraied !hill he 1:--,:~ au1hori1.cd r~, execute the 1nsrrument and acknowledged it as the c<;. i ._.,.__t£~:-of Renton Assembly of God to be the tree and \·oluntary act of such party !or the uses .ind purposes mentioned in thi::. imlrumcnc Dated. My appom!Tnenl e;,;:pire:; _,~_:_~-c I .. ~. I • ( • • • EXIIIUll A LEGAL DESCRIPTIO!s Thal portion of Section 23, Township 23 :'iorth, Range 5 East. w.:i.1 .. in King Cour.ty. W a::;hinglon. de:.cnbed as follQws: Beginning at the Southwest comer cf said Section 2J, also being the TRUE POrNT OF BEGINNING; Thence ALONG THE West line of said Section 23. North 02°08'15" F.ast a disrance of 1029 63 feet; Tnence South 7 5"-12"()1)'° East a di.:;1.mce ol i J 2.97 feet; Thence South ! t''1.6"04" Wesl a distance of 262. I 5 feet; Thence S1)uth 08°98'2()" West a disranc-e of 3~5.0f) feet Thence South 00°(8'27" Wes1 a distan,;;e of -IJ0.00 feet thence !'-iorth 87°46'55' West a distance of~ 1.06 feel 10 the TRUE POINT OF BEG!"N"NfNG Containing ]4,4JS SF. more or less. ExduJiJ1g the are of L!ili1y Easement recorded under Recording Number 90071 :! l 1-i:8. rccordc<I in the oftke of Ehe King County R~corder. Slate of Washington. fi"om the total area of rhe a.bove described property y:clds 3 ne1 area of ~3.S59 SF. more or less, .. , . ... I ; • • EXIIIBIT 8 LEGAL DESCRIPTION TEMPORARY CONSTRliCTION AND STAGfNG EASE~!E~T That portion of the Southwcsc quarter of Section 2J, Township 23 Nonh, Range 5 East, W.M., in King County, Washington. described as foilows: Beginning JI ..he Southwest comer of said Sc:c1ion 2J, !hence North 02°08'15" Ea.st~ dis1ance ol !029.63 feet; Thell(.:i; South 75•1.n·oo .. East a dis,:mce: of 21.0l feet to the Southwesterly corner of th~ parcel of land 1.:ondemned under King C:ounly Ordinance '.\io. 1 t 64; Thence along the Southerly line of said parcel South 75"42'{10" Easl a distance of 82.9~ feet to lhe most Scii.:theasterly comer of said condemned parcel: Thence along the S0utheas1crly line of said parcel Norlh 44°51 'SJ" East a distance of 168.54 feet to the TRUE POINT OF 8I:Gl1',i'Nl:,..;G; Thence along the Easterly line of said "4t.::el North f J"O l ·05 .. E:l;:;t a distance of 95l'J.OO tCet; Thence Jr righ[ angles to s.:nd Easterly line South 76°53 · 55·· [Jst a distance of :!70 00 feet: Thence South 13°0!'{)5 .. West a J1::;tanccof6:?t) feet: Thence South S:!Ql8"2i'' West a distance of 426.38 feet to the TRl:E PO!;-..;T OF BEGl:'<'"Nl;-.;:G: Containing an arc::i of-l.8657 a1.:Tt:'S. more ,u ic:-;.~ r--.--------...... ~- • l ..... . Ir ( 0 ., ,, ., • < , = • G I J y -@;- ;cc 2cc 'E: .:.~ SYMONDS 13-Gfi'l1il iilii+:idi lid-Ji ""-·--·-----_, __ n, ••• :,,o .......... • • r.::7-------:,··.-. -~-:-·--:-<::~-.. -,.-.- [~! r s 1~·~2~&--TJ ----~ t-,__;i ~ 97..,t'l·ss-·H, 2· en· , { / { r : ~ RENTON ASSEMBLC::: OF GOD ~N['N unurr ANO P~CJECT . MITIGAitCN EASl"'(:,,T TOfAl .IR£A. ,,. J4 tJS sf ~ l.llNUS iXISilNG EASC:M(Nr .. (-10.516) ~ TOTAL NCT .a 23 8:::C9 ll ~ S 08'C8 29-w J25.00 .. • "" u-, = = = Recordmg Requested By and When Recorded, Mail To GTE Mob1lnet Incorporated 245 Penmeter Center Parkway 10th Floor, Legal Department Atlanta, GA 30346 Attn · 1 8 GHz Attorney MEMORANDUM OF LEASE AGREEMENT "" STATE OF WASHINGTON = COUNTY OF KING THIS MEMORANDUM OF LEASE AGREEMENT ("Memorandum"), made this 21::t" day of ..rrY.ui.J:i_, 19i\.1., by and between Renton Assembly of God, whose address 1s 15025 SE Maple Valley Highway, Maple Valley, WA 98058 ("Landlord") and GTE Mob1lnet Incorporated, a corporation of the State of Delaware, whose address 1s 245 Penmeter Center Parkway, Atlanta, Georgia 30346 ("Tenant") WIT NESSETH WHEREAS, Landlord and Tenant have entered into that certain Lease Agreement dated JYl.1.U'..(J:::i_C; 19[.Q, (the "Lease"), with respect to that certam tract of land located m Kmg County, Washington, and legally described as Sect10n 23 Township 23 Range 5 SW Quarter of the SW Quarter APN #232305-9021-07-000 and WHEREAS, Landlord and Tenant desire to file this Memorandum of record m the Office of the Tax Assessor of Kmg County, m order to provide record nollce to all third parlles of Tenant's nghts under the Lease, NOW, THEREFORE, for and m cons1derahon of the Leased Premises (as defined herem), the covenants and promises of the parties set forth herein and in the Lease, and for other good and valuable cons1derallon, the receipt, adequacy and suff1c1ency of which 1s expressly acknowledged by the parhes hereto, Landlord and Tenant agree and acknowledge for themselves, their respecllve successors and assigns, as follows Upon, sub1ect to and m cons1derahon of the terms and conditions set forth m the Lease, Landlord leases to Tenant, and Tenant agrees to lease from Landlord, all ""' ..... = = = <D = _.,. = of that certain tract of land located in King County, Washington, and more particularly descnbed on Exh1b1t "A" attached hereto and incorporated herein by reference (the "Leased Premises"), The Landlord claims title under an instrument prev10usly recorded in the Office of the Tax Assessor of King County, recording number 9303312386, To have and to hold the Leased Premises unto Tenant, its successors and as;\1gns, for a term of five (5) years, commencing on ~fc:il2'L1. and ending -~t/_J}{)J._ (the "Initial Term"), subject to Tenant's optton to extend the term for five (5) renewal term(s) of five (5) year(s) each upon the terms and conditions set forth m the Lease; Landlord further hereby bargains, grants and conveys to Tenant an Access Easement and a Uhhty Easement upon the terms set forth m the Lease, in, over and across that property descnbed in Exh1b1ts "B" and "C", respecl!vely, and incorporated herem by reference; The rent and other obhga!tons of Landlord and Tenant are set forth m the Lease, to which reference is made for further mformat1on If a conflict eXJsts between the terms of the Lease and those contained m this Memorandum, those contained in the Lease shall govern and be controllmg, This Memorandum contains only selected prov1s1ons of the Lease, and reference 1s made to the full text of the Lease for the full terms and condltwns This Memorandum shall not, m any way, amend or supersede the terms and cond1hons of the Lease, This Memorandum and the Lease are governed by the laws of the State of Washington [The remainder of this page intentionally left blank] ~ IN WITNESS WHEREOF, the Landlord and Tenant have caused their names to be signed as of the date and year first above written "LANDLORD" Is f?[AJ;Of-1 >~8?Y ~ "TENANT" = = = GTE MOBILNET INCORPORATED = ..... = C'-.J ..,.... = = = UC, = -' <:.~ c, = = , a STATE OF WASHINGTON ) COUNTY OF KING ) Personally appeared before me, the unders1gll.l;d, a. Nohlfy Public in and for the State and County aforesaid, -~-X-c.L_~~-~-----and ________________________ , with whom I am personally acquainted, (or proved to me on the basis of sahsfactory ev1denceJJ and _ VfllO, upon oath, acknowledged themselves 0 to be /J the -$,,;-.L@:/..,,/-,1?,:.,,..di,,/ and ________________ of the '2'i-eab.L:L.<S'f..."!1.~, a corporation, and that in such capacities they executed the foregoing instfument for the purpose therein contained, by signing the name of the corporation 1 W,<"~' my h.md =d -1 "' "'7!" t:Jytf ~----- NOTARY PUBLIC DZ--:;f).--;z:-e-;.'7<,<.J& My Commiss10n Exwes _ /O -7->-7 _ I"<' s/ d,,., J ® Kr.-?.;;,:;;; u1,4 (NOTARIAL SEAL) STATE OF (.bli;,_c.l,~ ) COUNTY OF .16,_""'.!....____ ) Personally appeared before me, the undersigned, a Notary Public in and for the State and County aforesaid, Donald M Fye, with whom I am personally acquainted, (or proved to me on the basis of satisfactory evidence), and who, upon oath, acknowledged themselves to be the AVP, Network Engineering and Construchon of GTE Mobtlnet Incorporated, a corporahon, and that m such capacities they executed the foregoing instrument for the purpose therein contained, by signing the name of the corporat10n . .... ,,,, ••• My Commiss10n Expires _j -1'1 -c;t? _ •. .. EXHIBIT "A" DESCRIPTION OF LEASED PREMISES A lease of property for the construction, operation, and mamtenance of a cellular site located m a portion of the West half of the Southwest quarter of Section 23, Township 23 North, Range 5 East, WM , m King County, Washington, lymg Southerly of the South margm of the Renton-Maple Valley Highway, except that portion of said West half, descnbed as follm-s, Begmrung at the mtersection of the West !me of said Section 23, with the South margm of said highway; thence South 75°42'00" East, along said margm, 390 27 feet to an existmg fence, thence South 13°01' 15" West along said fence 1,010 22 feet, thence North 75°42'00" West, 139 00 feet, thence South 13°42'00" West 274 24 feet to the West lme of said Secuon 23, thence North 02°08' IS" East, along said West !me, 1,313 66 feet to the Pomt of Begmmng, and except any portion thereof lymg wnhm parcel of land conveyed to Louts A Wahlman and Stella Wohlman, his wife, by deed recorded December 4, 1958 under Recording No 4970773, and except any portmn thereof lymg "nhin parcel of land conveyed to Manon K Davis by Real Estate Contract and Fulfillment Deed recorded December 20, 1961 and December 2, 1964 under Recording Nos 5366494 and 5817922, and except the East 20 feet of the Northwest quarter of the Southwest quarter of said Section 23, lying Southerly of the Renton-Maple Valley Highway, as conveyed to King County by deed recorded under Recordmg No 251237, and except that portion as deeded to King County for 152nd avenue Southeast by Kmg County Recording No 9001041071, and except the North 20 feet of the East 20 feet of the Southwest quarter of the Southwest quarter of said Section 23, and except that portion as deeded to the State of Washington for SR 169 by Kmg County Recordmg No 9303312386, lease area more particularly described as follows Cornmencmg at the South"est comer of said Section 23, thence along the West hne of said Section 23, North 02°06'37" East 1880 02 feet, thence East 909 69 feet to the True Point of Begmnmg, thence from said True Pomt of Begmmng North 40 00 feet, thence East 40 00 feet, thence South 40.00 feet, thence West 40 00 feet to the True Pomt of Begmmng, contammg 1,600 square feet, more or less Bearings referenced to Washmgton State Coordinate System North Zone NAD 83/91 WA0147 Cedar River ~ en = = = •= = cc, C -_--. CJ ' "' ' EXHIBIT "B" DESCRIPTION OF ACCESS EASEMENT A Non-cxdusrvc cascmcnl appurtenant lo that certain lease: area to GTE Wireless, for occe" (mg=, and cgrc:isJ purpo:,cs m, on, over, through, and across a portion or the Wes1 hlllf ol the Southwest qu11r1er of Secllon 23, Township 23 Nonh, Rang• 5 Fa.st, W.M., ,n King County, Wll>llin~lon, lyme Southerly of tho South lllllt]!rn of the Ronlun- Maple Valley Highway, except !hat portion or saKI West h•lf, dc.scnhcd 11., follow, 8e~1nntnij: at the 1nterscctmn of the West line of said Sec;uon 23, wtth the south margin of said h1ahway. thence South 75°42'00" Easl aloni said margrn, J'l{),27 lcct to an ox1>1m11 fence, thence South 13°01'15" We,i along said fence 1,01022 feet, thence Nonh 75°42'00" West 139.00 feet, thCJ1ce South 13'42'00" West 27424 feet to~ West hnc of said S0<.t>nn 23. thence North 02°08'15" East along said We,tlme 1,313.66 feel to the Point of Begmrung: nnd e~cept any poruon thetllOf lying witlun p11t<:el ol lam! conveyed to Louis/\, Wohlman and Stella Wohlman, hi, wife, be deed r=tdcd December 4, 1958 under Recording No 4970773, wid except any pomon thereof lying w!thm plll'l.cl ol t,nd conveyed "' Manon K Dnv1> by Real 12.state Conll1l< t and Fulflllmenl IJrcd rccnrctcct December 20 1961 and December 2, 1964 under Rccordmg Nos 5366494 .md 5RI 7922, .ind except the l:ast 20 feet of the Northwest quarter of the Southwest quarter or ,aid Sect,on 23. lymg ~oulhcrly of the Renton-Maple Valley HighWlly, as conveyed to KmK County for 152"' Avenue southeast by King County R<cordmK No 9001041!171, and except the Nonh 20 feet lo the East 20 fc:ol of the !>outhwcst quamr o! the Southwe>< quartcT 01· rnd Section 2J. and except thot portion os de<dcd 10 the State of w.,h,ngton for SR 169 by Kmg County Recordmg No. 9)0)312386, more parucular!y dc,cnbed .is follows. Commencing ut the Southwest iorner of said s«uon 23, thc:nce aft,ng lhe Wc....,c line of s~1d &:<:non ZJ North OZ"U6'J7" t,a:,1 IUl.?Y fee~ thence Cast 1274.14 fm to the lrue P01n1 ol Bcgmmng. thence from so1d True Pomt ol Beg,nrung North 69''1J'25" West 150 00 leet, 1hen,e North 73°31'56' West 1S206 feet. thern:e North 66'21 IJ"' West 50 '7 leet, thence South 20.40 foot to a point on th< North hnc of said Leos< Area and the end uf !ht"' casement I he pre\.'JOUsly dcscnbed lmc ,~ lhe centcrlme of a 20.00 foot wide tll"l~ment WA0147 Cedar River ,, , c, -= EXHIBIT "C" DESCRIPTION OF UTILITY EASEMENT Telco Easement -\ "Jon-~,..:lus11,e E -\SEME~T appurtenant to that certain Li:ase Area to GTE Vv 1reless for utdiry purposes rn on, over under, through. and across a portion of Southwest quarter of S.:cc,on 23, Township 23 North Range 5 East. WM. m Kmg County, Washington, l:-mg Souther!, vf the South margin of the Renton-Maple Valley H1gh1>ay. except that portion of said \\est half described ,s follo"s B~ginnmg at the mtc:rsect1on of the West !me of said Secr1on 23 '-Vtth the South margm of said highv,a! thence S0uth 75°42'00'' East, along said margm 390 27 feet to an ex1stmg fence, thence Svuth 13.io1 15'' West along said ferice LOlO 22 feet thence "Jorth 75°42'00'' \\.'est. l 39 00 fret thence South 13°42'00'' West 27...). 24 feet to the \Vest lrne of said Section 23. thence '\,,,onh o~~os I 5" Ea::i,t along sa,d West line. 1.313 66 feet to the Point of Beginning, and e'C.cept an: port"'" thereof l\lng "'thin parcel of land come;ed to Louis .-\ \vohlman and Stella \\ ohlm::m his \qfe b: deed recorded December -L 1958 under Recordmg No ...J97Q7LJ and c\..._cpt an\ portion th~rfof l)mg within parcel of land come:ed to \L.inon K Da\15 b; Real Estate C\.~ntract and fulfillment Deed recorded December ~O 1961 J.nd Dec-ember '2. 196-1. under Recording Nos 5366-194 and 5817922. and e~cept the East 20 feet of the North"est quarter of the South\'-est quarte,r of said Section 23 lying Souther!: of the Renton-Maple Valley H1gh,~ay .'.ls con'-e:c-d to King County bJ deed recorded under Recordtng No 25 l237 and e'C.Cept that portion as deeded to K.mg County for 152nd avenue Southeast b~ Kmg Count) Recording >-i"o 900 I 0.J I 0-1 and e,cept the :-forth 20 feet of the East 20 t'eet of the South"cst quarter of the Svutht\ C"St quarter of said Section 23, and except that portion as deeded to the State of \\ J-shingk)fl for SR 169 by King County Recording No 9303312386 F-..1:Semi::nr be-mg a 1 O~foot wide stnp of tmd l)' mg 5 feet on etther side ot th~ following described line Comm!!ncmg at the Southwest corner of said Section 23, Thence along the West line ofsa1d Sect10n 23. North 02°06 37 East 1920 05 feet. Thence E.isr 922 -t5 feet w a pornt of the Norther[:,. line of satd lease area l;1ng l-1 ~5 feet Easter!, of the Nort!n,est corner of said lease area \\h1ch 1> also the TRIJE POl'JT OF BEGIN:S.f'G. Thence from sa,d TRL E POINT OF BEGINNING, NORTH 35°36} I \vESTa distance of -12 82 feet Thence ?\ORTH 70°52 31 '' WEST a d1Stance of 76 97 feet. Thence SOUTH \9°09 .\8" WEST a distance of 109 33 feet Thence SOUTH I 0°21-01" WEST a distance of 65 45 feet to a point 5 00 feet past a telephone mer and the end ofth,s descnptlon B<.:Jnng:::. 1d~r~n\.,i::d tu \Vashmgton StJ.te Coordinate System North Zone NAD 83/91 ~ ,,..., en = = = = -= EXHIBIT "C" DESCRIPTION OF UTILITY EASE!vfENT CONTINUED Po\\ er Easement l ,.Jn-e,.'u~t\t: E..\SE\lE'\ T appurt-::nant to thar .::::rta;n L~J:;:;: \rt!"a rv GTE \l.1rete:;;s for ur ::, pur:::i0se~ 1n Jn OYer under through and across a p0r en ot South-. ... est quarter of S:!.:· vn :.-TV'-Yn:i!"-:J :.J '\0nh. Ran~e 5 East \\ \( 1n K -1 Count:. \\;1s.h1ngton !:;.mg S-.:~·herl'-'-~(thr.: Sot.::, mar::?-1n ot the Re-nron-\laplc-\ a.lie~ Hr~n \.l'I. <:'{..:ept thm portt0n of said \\ -=;r half described .1s fol\O\,.s 8;:-?·nnmg at the mtersectwn of the \\ est lme ot· said Secuon 23 v.1rh the South margin of satd hL~'l\\a.: thence South 75:'I...J2 00'' Ease. along said margin. 390 .::-fo·et to an ex1st1ng fence. the,..:e S0uth 13°01 1 5 · \Vest along said fence l OlO 22 feet tho:"'lce North 75:a-1-2 00 .. \Vr.:st 1,900 tee, thence Scuth 13°42 00" \\est 274 24 feer to the \vest line ofsa,d Section 23 thence '\.,.:--rho:: ·1)3 l 5 Ease along sa,d \\ i:st lme. t.3 l3 66 te:et to the PJint of B<!grnnmg. and except .JO' :iorti._:--th~reof ~·ng \\llhm par.::el of land cor:\e.:,.ed to L:-.... :5 -\ \\ohlman and Stella \\ .·--Iman h1s \Hf~ ~~ deed recorded Dt:ccmber 4-l 958 unde:-R~cord,ng ',o -497077J and -:>\.:::,t .1•:: :-0ni0n ·--:rcof I~ 1ng. \.\.lthm parcel of !and come~e.: :,._, \(Jnon K Da\<ts b: R~ai E,·_·e c. .. , .. :-:id ,ind F .. 1 fillmem De~d recorded December :!O. !96 lnd December 2 196..J under R:: .. .::-rJ1r1,; "\.,._~::. ::;366-9-l and ::'3l79::. ..ind e'\cept the Ea.st 20 f-!~i. ,:if rhe ~orthv,est quarter of th~ Svurh\, :::::.t qu..1rtc· vl said Section ::3 (,. mg Souther!:,. of the R~ 'tvn-\.1.iple \,, Jtle: High,.'-il), ,l:i .. :on" ,t\ .::..1 tv K111~ Count; b\ deed re~orded unda Recording '-o :::5123 7 and e'\cept that p ... ~-~m ,b .:kcded t0 1'.mg Cot1nt~ tor l 5~nd ~l\enu~ Southeast ('\ hmg Count:,. Recording '\.io .J,, t)..J.11\-Jnd e'\ .... ..:-pt 1hc-,L1nh 20 feet of the E:bt ~O feet.._,--',c South,,e:sr quartier of the S..:-··1,.,it:>· "iUJrUr ,_ ... -::..11d Section :; and e,..::~pc char port,.._~ .!:io d~~d,:d tL"' the S1J.te" 0f \\ .:~~rn_.;-... ' -,..'r SR '.:'Yb: Krng. Cvunt\ R~cordlrt8'. "L"' '131).JJ l :: s~ E J ~ ~:11en\ ::-~ in~ a l O. ~ J0t v.1de strip of land 1: rng 5 f~.:!~ vn c: 1thcr ;:: ~:~ ,."'If tho: fol lo,., mg Je":>cribcd lir:'.' C ..:-;-mc:n..: 111~ at the S0uthv,est corner of sald Section ::; Thc:,11:'.e alung the~ e5t lme of said Secnon 23 ~onh 0:'..:-06 37 E.1::.~ 19:0 05 feet Tllc.,.:e EJ~r 9~~ -1-5 f~et to a point of the ,onherl; line of sa1d lease area I] ing I~ 25 feet EJ::-trl)' '-"'t ~he '-ior·w-..e~\ corner of sa1d \ease ari!"a , ... h1ch 1::. :J.'.so the TRL E POl"\... T OF BEG1v,1,G He-,< fr~m ,a,d TRL E POI'-< T OF BEGl'-"-r.-lG ,ORTH 35°36 .•, WEST a dt5tance of -1: j: rec-t He ce '.<)RTH ;0°;: JI \\ EST a d1Stance of76 9-feet. fhe,•,e ,ORTH 16'22 53 E.\ST a distance of !07 22 teer to a p0,nr 5 00 feet past a po"er pole Jn..:!: \hi: enJ of th1:; di.!5.::npuon Be.:1rmgs ret"erenced tu \"vashmgton State Coordinate S~ stem North Zone NAO 33191 ., Document Title(5) (or tr.insactlons contained herein)· _ __cS=-cC,_"'-_>_•_~_;_J_t ____ _ Reference Nurnber(s} of Documents assigned or released ------------- Additional reference numbers on page ___ of document(s) Grantor(s) (last name, fost '"'"'•initials):.. (c,•~ c} ( t,,V-:C:.:~5 (u:.,ss Add1t1onal names on page ___ of docume:nt(s) Grantee(s) (last name1 first name, Initials):----------------- Add1ttonal names on page __ of document(s) ------------- Legal dcscnption (abbreviated): Lot Block PlaVSeclton ~ Tovmsh1p ~ Range.~ Add1t1onal legal 1s on page ___ of document(s) Lot___ Block___ Plat/Section___ Township ___ Range. __ Additional legal IS. on page ___ of document(s) Lot___ Block___ PlaVSection ___ Tovmshtp ___ Range· __ Add1L10nal legal 1s on page ___ of document(s) Lot___ Block.___ P!al/Sect1on ___ Township ___ Range· __ Additional legal 1s on page ___ of document(s) Assessor's Property Tax Parcel/Account Number{s)·.;, 3 2 3r)f:::C, Od::-1 DO NOT WRITE IN MARGINS The Auditor/Recorder wilt rely on the lnformatlon provided on this form. The staff will not re.id the attached document to verify the accuracy or completeness of the ind~xlng informntion provided herein. U6/LeQalC01r Sht )/28/97-10 Ot >.M/OJ ® Sensitive Area Notice King County Dept of Development and Env1ro1UT1enul Services Land Use ~nice:s: Dlrislon 900 Oa.k~ale Avemu: S0u1hwcst Rcmon. WA. 98055-1219 For Pcrm!I Number: ~ ul l ~ '\ 3 i ~~----~------------- For Parcel Number. ,J;3. ;:i,3.u '>'7~ z.\ • more fully described as (street address) This property contains sensitive areas and/or sensitive area buffers, as defined by the Ktng County Sens1t1ve Areas Ordmance, KCC 2 IA 24. The provisions of the Sensitive Areas Ordinance apply to this property. Lun1tauon may ext.st on actions rn or affecting the sensitive areas or theLr buffers present on this property. For further 111format1on regarding such lim1tation, please contact the Land Use Services Divmon of Kmg County or its successor agency. This notice shall run with the land and shall not be: removed except upon specific:. wnHen authonzatlon recorded herein by King County I. (pr1111) l)' ~ ~ S: . hereby certlfy that I am the owner of the above-refr.::renced property. Attachments Notary Pubr m and for the State or Washmgton, res1dmg at ~_...cz;,_..... ® King Co·JnlY D•pl of Oeve!opmcl'l( and E11Vtronmenu.J ServKcs L~nd Use Servt•f:!'! lllvl6lnn 900 O~ktsdale Avenue-Soulhwcs1 Ren1on. Waslnngto11980$5.ti19 ()/IOMltONUH• -lNifl--Til ...... ~11-TI!l>IOll>fl••"""' --TCIH~OPl-MQS~ .... l'OLLOM ni,.r P'Oflf!Ofl a, .... -ST......,.,,. JN( IOl.ll'>fWIIJT CUA.Jin• 0, M<:TION >>. ?O'MI-n-TM. •-• ..,,, llfU UoG OOJMtv, ..---,cw \--y 0, lltf --0,-Tt<[ -,D<! OM.PI.IIYAU!Y -y l>lt:r!T>Ui.T--9' ....... Mllll>,l.•DIICfllffl!A•-..nws ---... ·-~«Thl'MIT\NL'JO~fcno,,,n...,...,,... IOVTI< -« .....0 -.,.y, fllMCl'°"1Nn•u fllf'1Att,...,...~,..,._,0021,nr,nJ.N llm1-r.Na. t><lHOllDIJJM tr 01 n·wnr~ s.>IDl'l[Ha MIC n,m THINCll-7'".&T IIV""l"f I.Ill OP'ffT. fltn!CI -.r11 "' ., ...--sr :rr•:.. ""' ro ..,... .....:11 L.,."" .,.,.. NCTJON H 'IJIEOICl'-,no°' ,r..,nUl)H!la,,,•..,.nUM111>1.a""1•ollfl ~ ._..°'_· i """'lllarT_,POlmQlll_l_MnWN,Alll:ILOl.......,a,,,,,rni;, TII\OUIIA --111UA ____ _... .. ......,_ -· INI ___ -ln, -~Cll'T---l--·-'Y"~~ •i !:c:'~:',:;"'..,!'.=_~~~= I-NIIIMIH1). .,., ~err Tlfl'"9T ~•RT o, n. --au"""" o, ™" lflUT-ltOl&.UlffllOPa,uvMl:JIOHH..l-_,,_Y af IHI_..DN .......... VM.UY-AY A,f~TOn,,,J-.....,.ty°"'"'- \IHIXIIIIICOl'll>Ntlla :N,U,1 """IXCll'T 1>11,Tl'OJI._ ... _TG~IIOll..::OUOIT'f,M 11-·- !KIIJ"IIIEAlfWl-~~1111:1 KICl10fl011 AHO lf){CW,T Nit,..... ... Jll 1UT GI' nt1 V.IT 20 nn Ill-nn, .,,.._, aw.111ao,,..-.,._., OI.LUITIIIOl'll,\IOQl:Tl<l'<n AIC>flotuJl>IAU'll•IT-AIMIN!l1DllfllfAPll'll'"'A ....... tO""Ol'I"" , ...... -~OI.INTV .. ~...,.t->IUH ~ /) t) -lm.lAfl ...... CDUfTVOPHIO,trAno,-a,-,o" 1, (prznt) _--cJLJy~·_,/0'--''-'c.J:;=,cc-c_LH_,_c.{c:..,==----' hereby certify that I am the owner of the above-referenced property SUBSCRIBED AND SWORN TO before me this z_&,iJ dy .. ) I E.RGVi'", "t-' \,, ~ary seal .... "'" '4' .. --•',o1'A,"I}' ",,.. . " ~ : p;;:,c. .. !'r ~ 'o .. ,,.o' ,._ ""j'... " ' Notary Public in for thee· A. ~~rJ UJ'.,..._ ~ ofWa:hmgton, residmg al 'Jd.<_~ V0$5 AC,TI \) tn' 4/= -~: e.<>t<-<>">,'li B.ul>,j1'222 1,1.1,-g ' 10 20010726002144 ! '2 'i;.,., I\ J Steep slope, landshde hazard area t Cl.ass 2s I 00-foot buffer i Class 2s stream I ------ llus site pla~number location or the sensrtNe~ '&#1~ .7,. ::, "~ oSi C "2. \ del)!cts tt\e appro:amata ~er(s) Signature '¥'--• ~"" (c: c•I ~~, r, T1tfe -r'ilj..,. ~~}\~t_ G."-•'S" l{,,.h{L Sc.~''-1." • 2~~ F~c\-- ~ t:1,,.... + .. _\.k... rf/1 i,.('f ~ ?°t'~..,... no,Kv~70 ~. ' ·, I Wetland Class1ficat1on to be evaluated under L99VA308 I .____ --.. I I'-.-... 1~ ~ ~I Wetlands not classified or delmeated I I l / ,1 I I Class 2 SO-foot wetland buffer ·~ 15-foot BSBL :J V, () "' .,., m en = = = --- R~turn -~ddress: After recordmg? please return to First Amencan Title Insurance Company 7370 College Parkway, Suite 104 Ft Myers, FL 33907 Attn Melody Martm Phone (802) 748-8324 Fax (802) 748-8502 E1887336 ee12412ee2 1e,0a KING COUNTY, MA TAX S3 737.88 SALR s111 :eee.ee AAGE 901 OF 003 ASSIGNMENT AND ASSUMPTION AGREEMENT Reference numbers of related documents on Exhibit B attached to the document Grantor corporatton Grantee Company GTE WIRELESS OF THE PACIFIC INCORPORATED, a Delaware CROWN CASTLE GT COMP ANY LLC, a Delaware Limited Liability Legal Description w 'l;;i. o ~ s W 'I~ ' Sa::, j T .)3 f\l' K s £ Additional legal descnptton is on Exhibit A to the document Assessor's Property Tax Parcel Account Number(s) .'.l. 3;??, 0 S9 O ;i I Wash,ogtQn Amgnment and Assumption (Corporallon) ATLOt/10673593\'l Cedar Raver, WA.0147 en = a, = = = - Recording requested By and When Recorded ,.Mailjo __________ ---~ After recordmg, please return to First American Title 1nsurance Company 7370 College Parkway, Suite 104 Ft Myers, FL 33907 Attn Melody Martm Phone (802} 748-8324 Fax {802} 748-8502 STATE OF WASHINGTON ) COUNTY OF KING ) Cross Reference See Exhibit B attached ASSIGNMENT AND ASSUMPTION AGREEMENT This Assignment and Assumption Agreement (" Assignment") is made effective and entered into as of the 31st day of January, 2000, by and between GTE WIRELESS OF THE PACIFIC INCORPORATED, a Delaware corporation(succcessor in interest by assignment from GTE Wifeless Incorporated flkJa GTE Mobilnet Incorporated), with its principal offices located at c/o GTE Wifeless Incorporated, One GTE Place, Alpharetta, GA 30004 (the "Assignor"), and CROWN CASTLE GT COMPANY LLC, a Delaware hmited liability company, with its principal office at c/o Crown Castle International Corp , 510 Bering, Smte 500, Houston, Texas 77507 (the "Assignee") All terms not otherwise defined herem shall be defined as set forth m that certam Formation Agreement, dated November 7, 1999, between GTE Wireless Incorporation, a Delaware corporation, the Transfemng Partnerships, the Transferring Corporations, Crown Castle International Corp , a Delaware corporation, and Crown Castle GT Corp , a Delaware corporallon (the "Formation Agreement") ATL01/10673593v1 WITNESSETH -2- Wasbuigton Assignment and Assumption {Corporat10n) C.CdarR.Jver, WA0147 = "" en = = = - "" .,.., = WHEREAS, Assignor des1res to assign and Assignee desires to accept and acquire that certain site lease, license, easement or similar agreement more particularly descnbed on Exh1b1t A attached hereto and mcorporated herein by this reference (the "Site Lease"), and affecting the property and/or the premises more particularly descnbed on Exhibit A-I attached hereto and mcorporated herein by this reference, WHEREAS, if recorded, the Site Lease is evidenced of record as more particularly descnbed on Exhibit B attached hereto and incorporated herein by this reference, WHEREAS, Assignor as lessor, landlord or licensor has leased or licensed tower space on a telecommunications tower and/or ground space to the lessee(s), tenant(s) or hcensee(s) described in that certain lease or hcense agreement(s) more particularly descnbed on Exhibit C attached hereto and incorporated herein by this reference {the "Tower Lease(s)"), WHEREAS, pursuant to the Fonnation Agreement, Thrasher and the Transfemng Enti!Ies agreed to grant, contribute, convey, assign, transfer and deliver to Assignee, and Assignee agreed to accept and acquire the Thrasher Contnbuted Assets and to assume the Thrasher Assumed Liabilities, all as more fully descnbed in the Format10n Agreement, WHEREAS, the Site Lease and the Tower Lease(s) compnse a portion of the Thrasher Contnbuted Assets, and WHEREAS, pursuant to the Formation Agreement, Assignee has at the Initial Closing on this date acquired a substan!Ial portion of the telecommumcations towers and certain related assets of Assignor m several states in which Assignor does business, as evidenced in part by a Global Contnbullon, Bill of Sale, Assignment and Assumption (the "Global Assignment") NOW, THEREFORE, Assignor, m consideration of the premises, and other good and valuable considerat10n, the receipt and sufficiency of which are hereby acknowledged, does hereby (and pursuant to the Global Assignment does) uncond1t10nal!y grant, sell, convey, assign, transfer, set over and dehver the Site Lease and the Tower Lease(s) unto Assignee, as a pomon of the Thrasher Contributed Assets, free and clear of all Encumbrances ( other than Permitted Encumbrances), as the same exist on the date hereof as set forth and to the extent provided in the Fonna!Ion Agreement Assignee hereby accepts such assignment and agrees to (and pursuant to the Global Assignment does) assume those Thrasher Assumed Obhgations that anse out of the Site Lease and Tower Lease(s), as set forth and to the extent proVIded in the Formation Agreement and Global Assignment, Assignor hereby acknowledges that the Tower Structure located on the premises demised under the Site Lease, and which compnse a portion of the Thrasher Contributed Assets, has been -3- ATL01'10673593vl Washington Assignment and Assumption (CorpQra.1.1on) Cedar River, WA0147 -~---~------· granted, sold, conveyed, assigned, transferred, set over and delivered to Assignee pursuant to and under the Formation Agreement and Global Assignment, and Assignee hereby acknowledges that, as of the date hereof, Assignor has located on such Tower Structure certain equipment which 1s more particularly described on Exhibit D attached hereto and made a part hereof (the "Assignor's Equipment"), which Assignor's Equipment comprises a portion of the Thrasher Excluded Assets Assignee further acknowledges that notwithstanding anything contamed herein to the contrary, no nght, title or interest in the Thrasher Excluded Assets, including the Assignor's Equipment, is hereby transferred or assigned to Assignee and all right, title and interest in and to the same is hereby reserved by and unto Assignor Notwithstandmg anythmg herem to the contrary, the Thrasher Retained Liabilities are spec1fically excluded from the Thrasher Assumed L1abihties and shall be retained by Thrasher at :: and following the execuhon and delivery of this instrument and the Global Assignment en = = Neither the making nor the acceptance ofth1s Assignment shall (1) conshtute a waiver or .:; release by any party of any hab1lities, duties or obligations imposed upon a party by the terms, conditions and provisions of the Formation Agreement, including, without limitation, the :;; representations and warranties and other provisions wluch the Formation Agreement provides = shall survive the date hereof as hmited by the survival penods stated therein or (ii) enlarge, extend, restnct, limit or otherwise modify the terms, cond1ttons and provisions of the Format10n Agreement, includmg, without hm1tat10n, the period of survival of the representations and warranties provided for therein = = .._, Copies of the Forrnal!on Agreement, the Global Assignment and the Site Lease are on file m the offices of Assignor and Assignee IN WITNESS WHEREOF, the parties hereto have executed this Assignment as of the day and year first written above ATL01/10673593vl [ remamder of page mtentionally left blank, signature pages for both Assignor and Assignee follow] -4 - Waslnngton Assignment and Assumpl!on (Corporatton} Ceda.-luvu, WA0147 STATE OF GEORGIA COUNTY OF FULTON Signature Page for Assignment and Assumption Agreement ASSIGNOR GTE WIRELESS OF THE PACIFIC INCORPORATED, a Delaware corporation(succcessor m interest by assignment from GTE Wireless Incorporated f/k/a GTE Mobilnet Incorporated) By Name!'J.;, ~A B11tb Title v,ce President -f:,r..mu;, and Planning Attest J0A&J-l ,d~ Name Title Da1e 5 · vo es-istantsecrat~- [Corporate Seal] ACKNOWLEDGMENT m anc\..foi: s~d County, m said State, hereby certify t an \a. S, , \b k whose name as I d afGTE Wireless the Pacific Incorporated (the "corporation"), are signed to the foregoing Assi ment and Assumption Agreement, and who are personally known to me, acknowledged be o me this date, that being informed of the contents of the Assignment and Assumption Agreement, each of them, as such officers, with full authonty, executed the same voluntarily for and as the act of said corporation G1Ven under my hand and official seal thi~ of :::'.5ao ~ 20000 NoWu'tt-:1 Jo. ~?{ -5 - ATL01/10673593v1 Wasl\tngton Asstgnment and Assumphon (Corpqm.hon) Cedar River, WA0147 ..... ... Signature Page for Assignment and Assumphon Agreement ASSIGNEE CROWN CASTLE GT COMPANY LLC, a Delaware limited liability company ByN~ufm~ER Title Seruor Vice President ACKNOWLEDGMENT ;;-STATE OF GEORGIA ~ COUNTY OF FULTON ,-J, the und\'rsig~ed1 a Notary Public!'.' and fol saiq-,fovno/, in said State, hereby certify that<11J)M;) k ). lua~whose name ~!if V1~f Crown Castle GT Company LLC, a Delaware hm1ted liability company (the "company") 1s signed to the foregoing Assignment and Assumplton Agreement, and who 1s personally known to me, acknowledged before me this date, that being informed of the contents of the Assignment and Assumption Agreement, he/she, 1s such officer, with full authonty, executed the same voluntarily for and as the said act of the company G,ven under my hand and offiCJal seal this ~ay of Tanusr::~ , 20000 No~~~·~ -6- ATL01/1067359Jv1 Wi!$h11\gton As!tgnment and Allsumptu>n (Corporation) Cedar River, WAOl47 = .... = = =· = - EXHIBIT "A" DESCRIPTION OF LEASED PREMISES A !ease of property for Ure constructton, operation, and maintenance of a cellular site located ma portion of tile West half of th<, Southwest quarter of Section 23, Townslup 23 North, Range 5 East, WM, m King Co11my, Washington, lymg Southerly of the South margin of the Renton-Maple Valley Highway, _except that portion of said West half, descr.ibed as follov.s, Begmrung at the intersection of the West !me of said Section 23, with the South margin of said highway: thence South 75°42'00" East, a1ong said margm, 390 27 feet to an e.x1stmg.fencc,, thence South 13°01' JS" West along said fence 1,010 22 feet, thence North 75°42'00" West, 139 00 feet, thence South 13°42'00" West 274 24 feet to the West lme of said Section 23, thence North 02°08' 15" East, along said West hoe, 1,313 66 feet to the Pomt of Begmmng, and except any portion thereof lying wuhm parcel of land comeyed to Louts ·A' Wahlman and Stella Wohlman, his Wife, by deed recorded December 4, 1958 under Recorclmg No 4?70773, and except any portion thereof lying "'nhm parcel of land conveyed to Marton K Davis by Real Estate Contract and Fulfillment Deed recorded December 20. 19&1 and December 2, 1964 under Recordmg Nos 5366494 and 5817922, and except the East 20 feet of' the Northwest quarter of the Southwest quarter of said Section 23, lying S.outherly of th; Renton-Maple Valley Highway, as conveyed to Kmg County by deed recorded under Recording No 251237, and except that portion as deeded to Kmg County for 152nd avenue Southeast by Kmg County Recordmg No 9001041071, and except the North 20 feet of the East 20 feet of the Southwest quarter of the Southwest quarter of said Sect10n 23, and except that portion as deeded to the State of Washmgton for SR 169 by Kmg County Recordmg No 9303312386, lease area more particularly described as follows Commencmg at the Southv.est comer of said Section 23, thence along the West hne of said Section 23, North 02°06'37" East 1880 02 feet, thence East 909 69 feet to the True Pomt of Begmnmg, thence from said True Point of Begmmng North 40 00 feet, thence East 40 00 feet, thence South 40.00 feet, thence West 40 00 feet to the True Pomt of Begmnmg, contammg 1,600 square feet, more or less Beanngs referenced to Washmgton State Coordinate System North Zone NAO 8319 l WAOl47 Cedar River = = en = = = """" ' EXHIBIT "B" DESCRIPTION OF ACCESS EASEMENT A Non"<:xclus'l-vc cMc.m'cnl appurtenant to that cert.11.1n !cAJc area to GTE Wm::les.5, ror m:<:c,s (ingrc.<• Md egrc!!) purpo:se, in, on, ovor, through, Md acro,a • ponlon of Ille Wc,t hwf uf uie Southwe,rquai:tor ofSecuon 23, Town.,h1p 23 North, Range 5 Fo.,1, W.M .. in Kmg Counry, Wa.shl,,gtnn, ~ Sculhorly oflh• Scu!h m"'ijln of the Reolun- Maple Valley Hrgbway. <'Xl>CPf !Mt pornon 0[$1d We,i h•lf, d~,crrhod ._, follow, 8!:H)nntng at the 1nterscct1on ofthe Wc:1t 1in.t of said-St;euon 21, wnh the: .south margin of so1d h11hway, thence Sourh 75'42'00" i:a., llioni said lll4lgin, ]90.37 /<el lo an c;u,1ing foncc, then.e South l}'Ol'll" W031 alona SGld fence 1,01022 fcer, thence North ?5'42'00" West 139.00 feet, thence South' l'lt4l'OO" West 274.24 feet to the Wcsr hnc of 51!ilt Secunn 23, lhem,a Nlltth 02'0S'l.1" But along sa,d West lme 1,313.66 r .. t to th< Po,m-of Bcgmnin~: 111td CJ1cq>l any pomon thoreof lying within porccl ul land conveyed 10 Loui• A, W'oltlrnan '111d Stoll~ Wohlmw,, his wife, be deed recorded Dccem..,-4, ! 9S8 under R~cordin'; No 4970773, w1d excopt any pon1on lhcrcoflying wtlhrn pmcl ol land conveyed ltl Manon K Dovis bY' [I.cal ti.tat< Conmt<I and F11lfillmrn1 llrcd recorded Dccombcr !O 196'1 end.D1".emoer Z, 1964 under Rccordtng No, S366494 .,nd 5~17922, .ind except the l:.:lst 2P feel of the NonliWC3t qunrtor of rh• Soulhwest quarter 11f sotd Section 23, ly,ng Souilicrly oftbe Rento~-M11pJc Valley Highway, as conveyed ro Km~ <.ounty for 152"' A,cnue !<l\lthe~ by.~~-c~ty"~eco'?Jll1: No 90010411171, and o,ccpl rhc Nonh 20 feet to the Ea:,t 20 r~ ofth< 09U1hwest <\UilllCI o!_ thc Soulhw,sl quarter or ,.,d Sccnon 23, and except <Mt pudion 11$'dcedcd !O tlwStatr ol Wo1:1h,ngton for SR 169 by Kmg County Rccordrni No. 930J}l?J86, more p~cularly dcscnbtd"" follows. C:ommencmg nc: the So~thwe$t <.omer of 1a1d Section 23, thence. aly'ng llie W1.1 ... c line t}( sa1<1 Sccuon 23 North OZ"U6' J7" l:.<1:>l 1 IZJ,79 {e<t. \hence Cosr I Z74. I 4 foci 111 lhe 1 rue Pmnt ol BcgtMing. tbcocc from satd Troe Point ol Beguuung North 69"1)'25" West ISO 00 lee1, 1hence North 73'31'56" West IS2 06 feet. thence North 66'21 IJ" West SO .l7 leet, then.a Sourh 20-40 feel to a point on the ~o~h hoc of SO!d Lea.so Areo ond the end of th1-. t.l!cmcnt I he prc"1ou:sly d<:scnbcd hm: 1::, the ccnterhni: of ll 20.00 foot wide t:.1~mc::nt WA0147 Cedar River Cl'> on = = = = - EXHIBIT "C" DESCRIPTION OF UTILITY EASEMENT A f'Jorf.~cl~s.-.e 9A:'!'EMloli,t ,appurtenant to that certain Lease Area to GTE Wireless for uulicy purposes inJ on. o~Cr) under, chrough. and across a pon1on ot Southwest quarter of Section 2J, Towns),1p 23 N~rth Range f ~ast. WM. ,n Kmg County, Washmgton, l~ing Southerly of the South ipar)ltn of'th'a..Rentiin-Maple Valley H10hwav. °'cepl that portion of said \\. esr halt described :::t.s fot(o,.'JS Bcg1nnu;1g. .u the 1nti;!'rsect1on of the W.fSr tme of safd Se,ctton .23 w1tb the Sotith margm of said brgh~\ay the-nee South 75°4:!'00'. East, atong said margin 390 27 feet to an ex1stmg fence, dienc~ Svmh t'J 0 0 l I 5" West along said ferttr: l~O l·O 22 feet thence "\Jorth 75°42'00'' West. 1.39 DO fea-t r~enci:: Sl.)uth 1J(l4:!'00'' West 274 24 feet to the \Vest hne ofsa1d Section 23. them:e North 01°08' 15" Eaet alo~g said West line. 1.313 66 feet to the Pomt of Begmning, and e,cept any portign !hereof .lylJI~ \'t(h!O parcel of land con,e;ed lO Louis A \Yohlman and S1dla Wahlman hrs wife by deed tecorded December 4. 1958 under Recording No -19707 7 3 and e;I..Co:!pr any pomon _ tb~reof lyrng v,,tthtn parcel of land conve~ed to /vtmon K Oa\ 1:. b::,. Ri:::al E,tale c,,niract and ~ulfi/lment Deed recorded December 20 1961 .lnd December 2, 196-1 under Rocordrng Nos 5366-194 and'S8·17922, and ~,cept the East 20 feet of the North,.,,est quarter of the Soutlmest quarter of sa,d Section 23 lymg :;outherl:,r of the Renton-Maple Valle} H1ghs,av as: con\ey~d to Kmg Count) b}' deed tecorded'·u~det Recor(jing No 25t2J7 and except that poruon a; deeded to !<.mg County for I 52n~ a,eQue S9qrhea'st b,1 Kl.Ilg Count} Recordtng ;s;o 900 I 0-11 o· 1 and e,-ept the clorth 20 feet of the East 20 fl:et o_f.ttf South\\est quarter of the S0uth\'-l!St qua.rter lJf said Section 23, and excep[ ..,fil~t ROrt10n as de~derl 10 the State of \\ .ishmgr...,.n for SR l 69 b:, Kmg County Recording No 9jOJJ 12386, E:.J°sement b.::rng a l O~foot wide-stnp ot tmd I) mg 5 ft!et on enher side ot tht! to1low1ng descnbed ltn,;: Comm~1\,rng at the Southwest corner of said Section 2.3. Thence along the West lrnc of said Section 23. North 02°06 37 East 1920 OS feet, Thence EJ.st 9~2 -t S feel to a pornt of the Norther(:, line of said lease area I)' ing 14 25 feet Ea:::.tt!rl:-, ot the North,,.e:::.t cornl!t of said (ease area \\ htch h a(so the TRUE ?01\'T OF BEGIN1'1\\lG. Thence from sa,d TRL E POINT OF BEGINNING, NORTH }5°}6 JI \v EST a d1>tanc< ot -12 82 foet Thence ;s;oRTH 70°52 } I'' WEST a qtStance of 76 97 feet, Thence SOUTH 19'09 -1.&' WESTad,stance of 109 }} feet Thence SOUTH 10'2 I 'OI" WEsi: a distance of 65 45 feet to a pomr 5 0-0 feet past a telephone tber and the end of this de1cnpt1on S,:.urng::. rd~re111..,::d tv Washingtwi,St..ite Coordinate Srstent..,'-:orth Zone NAO 83/9 l EXHIBIT A -:1. Site Lease Descnption Lease Instrument dated 3/20/1997 by Renton Assembly of God, as Lessor and GTE Mobilnet Incorporated, as Lessee (as the same may have been heretofore amended or assigned) ATL0l/l0673S93v1 Waslungton Ass1gnmen1 and A3sumpllon (Corporatron) Ceda.-R1ver. WA0147 EXHIBITB Recordmg Informat10n of Site Lease Document dated ,3::;>~ recorded m KING County, Washington Records as follows Book Page ATL0U10673S93vl Document# ~ 0000'-\ () (., 000 S ::>.\ WashUW.on Asingrunen1 and Assumption (Corporatt0n) Cedar River, WA0147 Initial Lease(s) dated as follows 3/1/1998 EXHIBITC Co-Location Leases Initial Tenants US West Communications, Inc as the same may have been heretofore amended ATLOl/10673593" l Washmgton Assignment .and Assumpbon (Corporal.ton) Cedadt1ver. WA0147 .. EXHIDITD Assignor's EqutQ_menJ That certain equipment descnbed and located as follows Antenna(s) Manufacturer Model Cellwave AP199014 Cellwave APl99014 Cellwave APl99014 Cellwave APl990I4 Microwave E~mpment Manufacturer NIA Max ERP 20900 209 00 20900 209 00 Structure Height D1sta TIP nee Height Ft 120 00 Ft 12000 Ft 120 00 Ft 120 00 Pnmary Center Lme Together with any receivmg antenna(s) related thereto and rruscellaneous matenals associated therewith such as, without hm1tat1on, the mounts, cable, ladder, coronal cable, other similar miscellaneous matenals, and eqmpment cabinets or shelters, as applicable ATL0l/10673S9Jv1 Waslungtol'\ Ass1grune,i1 and Assumption (Corporation) Ccdadbvcr, WA0147 -- Thrs instrument prepared by and afler recording return to Sally~, Johnson U.S. BANK N.A. COLLATERAL DEPARTMENT P.O. BOX 53Q~8 __________ _ _ PORTLAND OR 9]228~-~5~3~0~8~--- RENTON1 Mtlllll,,1111 ,t.RA6EN&NRTION TI DT 47 09 ~ 001 OF 1110 ' 07/93/2002 10'38 KING COUNTY, UA WASHINGTON DEED OF TRUST, SECURITY AGREEMENT AND ASSIGNMENT OF RENTS AND LEASES (INCLUDING FIXTURE FILING UNDER UNIFORM COMMERCIAL CODE~ ~tf'!',l.;l.76S:-/(), ~ Grantor(s) Renton Assembly of God c3'8 Grantees u.s. BANK N .. A., as Beneficiary --1,~,-.1,.'°'"'~a----- JLJL......BANK TRUST COMPANY, N,.A., as Truti_t_e,,_ _____________ _ LegalOescript1on Portion of SW 23 23N OSE ________________ ...;lc;·-~L"":J"'f~{llffi'c'R!"E~" page 2 TIWISNATION mu= INSU!WJCF ro ' Assessor's Tax Parcel or Account Number 2323059021 Reference Number of documents assigned or released NOT 1',PPLICABLE This Washington Deed of Trust. Secunty Agreement and Assignment of Rents and Leases(lnolud1ng F1xtureF1hng Under Uniform Commercial Code) ("Deed of Trust ·) 1s made and entered into by the undersagned borrower{s), guarantor(s) and/or other obbgor(s)/pledgor(s) (collecbvelythe "Gran1or') m favor of u. s. BANK TRUST COMPANY, N. A • • having a ma1hng address !Q£ SW OAK. PORTLAND , OR 97228-530_8 ("theTrustee'),forthebenelrtof u.s. BANK N.A. ------------(the "Beneficiary'), as of the date set forth on the last page of this Deed of Trust ARTICLE I. CONVEYANCE/MORTGAGED PROPERTY 1.1 Gran1 of Deed ofTrusl/Secunty Interest. t N CONSIDERATIONOF FIVE DOLLARS ($5 00) cash 10 hand pacd by lhe Trustee to the Grantor, and the financial accommodabons from the Beneflcaary to the Graotor as described below, the Grantor has bargained, sold, conveyed and conhrmed, and hereby bargains, sells, conveys and confirms, unto Trustee.its successors and assigns, for the benefit of the Benef1e1ary, the Mortgaged Property (defined below) to secure all of lhe Grantor's Obltgahons (def med below) to the Benet1c1ary The intent of the parties hereto 1s that the Mortgaged Property secures all Obligations of the Grantor to the Benef1Crary, whether now or hereafter ox1shng, between the Granter and the Benef1c1aryor ,n favor of the Benef1c1ary, mcludmg, without hmdat1on, the Note (as here,n defined) and, except as otherwJse spec1f1cally provided herein, any loan agreement, guaranty, mMgage, trust deed, lease or other agreement, document or instrument, whether or not enumerated herern, whrch speclhcally evidences or secures any or the 1ndebledness evidenced by the Note (together and ,ndMduany, the 'Loan Documents~) The parties further intend that th,s Deed of Trust shall operate as a secunty agreement with respect to those portions of the Mortgaged Property which are subJect to Article 9 of the Uniform COmmerc1al Code 1.2 '1 MortgagedProperty"means all of the following, whether now owned or existing or hareafteracquired by the Granter, wherever located alf the real estate described below or in Exhibit A attached hereto (the ·Lancf), together with all bulldmgs, structures, fixtures, equipment, inventory and furn1sh1ngs used in connection with the Land and improvements, alt matenals,contracts, drawings and personal property relating to any construction on the Land, and an other improvements now or hereafterconstNcted, aff1Xed or located thereon (the 'lmprovements!1 (the Land and the Improvements conect,vely the 'Premises"), TOGETHER wrth any and an easements, nghts·of-way, l,censes, pnv1leges, and appurtenances thereto, and any and an leases or other agreements for the use or occupancy of the Prem1Ses, all the rents, issues, profits or any proceeds therefrom and all security deposits and any guaranty of a 1714DWA Guabanoorp2001 B1 Page 1 of9 10/01 ------~---- tenant's obhgatrons thereunder (collectively the "Rents"), all awards as a result of condemnatmn. emment domain or other decrease in value of the Premises and all insurance and other proceeds of the Prnm1ses The Land 1s described as follows {or m Exhrbrt A hereto 1f thedescnphon does not appear below) See Attached Exhibit A 1.3 "Obhgatioos" means all loans by the Benef1c1arylo Renton Assembly of God -~-1ncludmg those loans evidenced by a note or notes dated ~ 06/27 /02 , 1n the mrt1al prrnctpal amount(s)of r--.$850 00 • , ~and any extensions, renewals, restatements and mod1f1cations thereof and all principal, interest, fees and expenses r:, relating thereto (the "Note"), and also means all the Grantor's debts, habd1ties, obl19at1ons, covenants, warranltes,and P') duties to the Benef1c1ary, whether now or hereafterex1sting or incurred. whether l1qu1dated or unl1qu1dated, whether c:> absotute or contingent, which arise oul of the Loan Documents, and pnnc,pal, interest, fees, expenses and charges r--... relating to any of the foregoing, tnc\udmg, without hm,tahon, costs and expenses of collection and enforcement of this c;;, Deed of Trust, and attorneys' tees of both 1ns1de and outside counsel The interest rate and rnalunty of such ~ Obhgat1ons are as described in the documents creahng the indebtedness secured hereby C, c;, "' 1.4 Homestead The Prem,se,ss'--~-"a'!r;'e"""n"'o,;1<-t ___ the homestead of the Granter If so, the Granter (are}(are not) releases and wa,ves an rights under and by vrrtue of the homestead exemption laws of the State of Washington 1 5 Deed of Trust Secures Commercial Loan The Granier and the Benefrc1ary hereby agree that the Obtrgat1ons secured by thts Deed of Trust constitute a commercial loan and are not made pnmanly for personal, family or household purposes 1.6 Mortgaged Property Not Agricultural Property. The Grantor hereby represents and warrants that the Mortgaged Property 1s not used primarily for agricultural purposes 1 7 Deed of Trust Does Not Secure Environmental Indemnities. NotwJthstandrng anything to the contrary set forth herein or in any other Loan Document, this Deed of Trust shall not secure the obligations of tho Grantoror any other obl1gor under that certain Unsecured Real Estate Environmental indemnity dated as of even date herewith made by the Grantonn favor of the Ben811c1ary (the "Environmentallndemmty Agreemenf) or the substanllal equivalent of the obligations ans1ng under lhe Environmental Indemnity Agreement All of such obhgat1ons (and the substantial equivalenls thereof) shall constitute the separale, unsecured, full recourse obl1gabons of the Grantor and any other obhgor 1dentihed therein and shall not be deemed to be evidenced by the Note or secured by this Deed of Trust 1.8 Construcl1on Loan. D If checked here, this Deed of Trust secures an obhgat1on incurred for the constn.1ctlon of an improvement on land, including the acqu1s1hon cost of the land ARTICLE II. WARRANTIES AND COVENANTS In addition to all olher warranties and covenants of the Grantor under the Loan Documents which are expressly incorporated herem as part of this Deed of Trust, 1nclud1ng the covenants to pay and perform all Obhgat1ons. and while any part of the credrt granted the Grantor under the Loan Documents IS available or any Obhgat,ons of the Granter to the Benef1c1ary are unpaid or oulstand1ng. the Grantor conl1nuously warrants to the Beneficiary and the T ruslee and agrees as follows 2 1 WarrantyofT1tle/Possession. The Grantorwarrantsthat 1t has sole and exclusive t1lleto and possession of lhe Premises, excepting only the followmg "Permitted Encumbrances" restnct1ons and easements of record, and zomng ordinances (the terms of which are and wlll be complied wrth, and m the case of easements, are and w•I be kept free of encroachments), taxes and assessments not yet due and payable and those Pemutted Encumbrances set forth on Exh1bi1 B attached hereto (except that if no Exhibit B IS attached, there will be no addrt1onat Permrtt&d Encumbrances) The lien of this Deed of Trust, sub1ect only to Permitted Encumbrances, 1s and win continue to be a 17140WA Paga 2 of 9 10/01 = ..... = vahd f1rsl and only lien upon all of the Mortgaged Property 2 2 Maintenance, Waste; Alteration The Grantorwdl maintain the Prem,ses 1n good and tenantable condition and will restore or replace damaged or destroyed 1mprovernents with items of at least equal ut1lrty and vatue The Granter will not commit or permit waste to be committed on the Premises The Grantor w,11 not remove, demolish or matenany atter any part of the Premises without the Benef1c1ary's pnor wnttan consent, except the Granter rnay remove a hxture, provided the fixture rs prompUy replaced with another fodure of at least equal utility The replacement hxture w,11 be subJect to the pnonty !ten and security of this Deed of Trust 2.3 Transfer and Liens. The Granter Wl11 not, without the pnor written consent of the Beneficiary, which may be wrthheld 1n lhe BeneJrc1ary's sole and absolute d1screl1on, either voluntanly or 1nvoluntar!y (a) sell, assign, lease or lransfer,or permit to be sold, assigned, leased or transferred.any par1 of the Prem1ses,or any in1eresllherem, or (b) pledge or otherwise encumber, create or permit lo exist any mortgage, pledge, hen or claim for lien or encumbrance upon any part of the Premises or interest !herein, except for the Perm11led Encumbrances Beneficiary has not consented and wdl not consent to any contract or to any work or to the furmshmg of any matenals which might be deemed to create a hen or lrens superior to the lien of thrs Deed of Trust 2.4 Escrow. Afterwntten request from the Benef1c1ary, the Grantorw1II pay to the Benetic,arysufflment funds at such t1me as the Benef1c1ary designates, lo pay (a) the estimated annual real estate laxes and assessmentsoo the Prem1ses,and (b} aU property or hazard insurance premiums when due lnterestwtll not be paid by the Benef1c1aryon any escrowed funds Escrowed funds may be comm1ngJed with other runds of the Benef1c.ary All escrowed funds are hereby pledged as add1t1onal secunty for the Obhgaloons 2.5 Taxes, Assessments and Charges To lhe extent not paid to the Benef1c1ary under 2 4 above, the Grantor will pay before they become delinquent all taxes, assessments and other charges now or hereafter levied or assessed against the Premises, against the Benef1c1arybased upon th1S Deed of Trust or the Obhgallons secured by this Deed of Trust, or upon the Benef1csary's mterest in the Premises, and dehver to the Beneficiary receipts showing trmely payment 2.6 Insurance. The Grantor will continually insure the Premises against such penis or hazards as the Benehciary may requrre. m amounls, with acceptable co-insurance prov1S1ons, not less than lhe unpaid balance of the Obhgahons or lhe run replacementvalue of the Improvements, wh1cheveris less The pobc1es will contain an agreement by each insurer that lhe pollcy will not be terminated or modified without at least thirty {30) days' pnor wnlten notice to the Beneftctary and will contain a. mortgage clausa acceptable to the Benef1c1ary, and the Grantor w~I take such other action as the Benef1c1ary may reasonably request to ensure that the Beneficiary win rece1ve {subJect to no other mteresls)the ,nsuranceproceeds from the Improvements The Grantorhereby assigns all insurance proceeds 10 and ,rrevocablyd1rects, while any Obhgat1ons remain unpaid, any insurer to pay lo the Benehc1arythe proceeds of all such insurance and any premium refund, and authonzesthe Benefrc1aryto endorse the Grantor's name to effect the same, to make, adJust or selUe, m the Grantor's name, any claim on any insurance policy relating to the Prerruses The proceeds and refunds wdl be apphed 1n such manner as the Benef1c1ary, in Its sole and absolute d1scretlon, delerrmnes to rebudd,ng of the Premises or to paymenl of the Obl1gat1ons, whether or not then due and payable 2 7 Condemnation. Any compensation received for Iha taking of the Premises, or any part thereof, by a condemnation proceeding (including payments ,n compromise of condemnation proceedings), and ail compensalron rncetved as damages for mJury to the Premises, or any part thereof, shall be-applied 1n such manner as lhe Benef1c1ary, m its sole and absolute chscret1on. detenmnes to rebuilding of the Premrses or to payment of the Ob!igat1ons. whether or not then due and payable 2 8 Assignments. Toe Grantorwill not assign, m whole or m part, without lhe Benef1c1ary'spnor writ.ten consent, 1he rents, rssues or profits ans,ng from the Premtses 2.9 Rtght of Jnspectton The Beneficiary may at all reasonable times enter and inspect the Prem,ses 2.10 Waivers by Grantor. To the greatest extent that such nghts may lhen be lawfully waived, !he Grantor hereby agrees for ~sell and any persons ela1m,ng under the Deed of Trust that 11 wrll waive and w1H not, et any tune, ms1st upon or plead or many mannerwhatsoevercla,m or take any benelrt or advantage of (a) any exemploon, stay, extensJOn or moratorium law now or at any time hereafterm force, (b} any law now or hereafterm force provJd'mg for the valuation or appra1sement of the Prermses or any part thereof pnor lo any sale or sales thereof to be made pursuant to any provssion herein contamed or pursuant to the decree, Judgmenl or order of any court of competent Junsdlctwn, (c) to the extent permitted by law, any law now or at any lime hereafter made or enacted grantmg a nght to redeem from foreclosure or any other rights of redemption 10 connection with foreclosure of, or exercise of any power of sale under, this Deed of Trust, {d) any statute of hmrtat1ons now or at any time hereafterm force, or (e) any nght to require marshaUing of assets by the Beneflc1ary 17140WA Pago3ol9 10/01 .. .. 2.11 Assignment of Rents and Leases. The Grantor assigns and transfers to the Beneficiary, as add1l1onal security for the Obligat,ons, all right, t1tle and tnterest of the Grantor 1n and to all leases which now ex,sl or hereafter may be executed by or on behatf of the Grantor covermg lhe Premises and any extons1ons or renewals thereof, together with aU Rents, ,t being intended that this 1s an absolute and present ass1gnmen1 of the Rents Notwrthstandrng that this assignment conshtutes a present ass,gnment of leases and rents, the Grantor may collect the Rents and manage the Premises, but only tf and so long as a default has not occurred if a default occurs, the nghl of Grantor 10 collecl the Rents and to manage the Premises shall thereupon automat1cally1erm1nate and such nghl, together wrth other nghts, powers and authonzat1ons contained herein, shall belong exclusrvely to the Benet1e1ary This assignment confers upon the Beneficiary a power coupled with an mlerestand cannot be revoked by the Grantor Upon the occurrence of a defaull, the Benef1c1ary, at 11s option without nol1ee and without seeking or oblam1ng the appointment of a receiver or lakmg actual possession of the Premises may {a) g,ve notice lo any lenant(s) that the tenant(s) should begin making payments under t11eir lease agreement{s)directly to the Benef1c1ary or its des1gnee, (b) commence a foreclosure action and file a motion for appointment of a receiver, or (c) give notice to the Grantor that the Grantor should collect all Rents ansmg from the Premises and remrt them to the Benef1C1ary upon collecllon and that the Grantor should enforce the terms of the lease(s) lo ensure prompt payment by tenant(s) under the lease(s) All Rents received by the Grantorshall be held 1n trust by the Grantorfor the Benef1mary All such payments received by the Benef1c1ary may be applred in any manner as the Beneficiary determines to payments required under this Deed of Trust, the Loan Documents and the Obl1gahons The Grantor agrees to hold each tenant harmless from actrons reJatmg to tenant's payment of Rents to lhe Benef1c1ary 2.12 Fixture Filing. From the date of its recording, thrs Deed of Trust shar! be effect1veas a fmanc1ng statement hied as a flxlure flln,g under the Uniform Comrnerc1al Code wllh respect to the fmprovementsand for thrs purpose the name and address of the debtor 1s the name and address of the Grantor as set forth 1n this Deed of Trust and the name and address of the secured party IS the name and address of the Beneftc1aryas set forth tn lh1s Deed of Trust The Mortgaged Propertyrncludes goods which are or may become so aff1Xed to real property as to become fixtures If any of tho Mortgaged Property 1s ol a nature such that a securilymterestlherem can be perfected under the Unifonn Commercial Code, this Deed of Trust shall also const1lute the grant of a security mterestto the Beneficiary and serve as a Security Agreement, and Grantor authorizes lhe f1hog of any f1nanc1ng statements and agrees to execute other rnstruments that may be required for the further spec1hcat1on. perfectron or renewal of such sacunly interest ARTICLE Ill. RIGHTS AND DUTIES OF THE BENEFICIARY In addition to an other rights (mclud1ng setoff) and duties of the Beneflcraryunder the Loan Documents which are expressly incorporated herein as a part of lh1s Deed of Trust, the following provisions will also apply 3.1 Bene!1c1ary Authonzedto Perform for Grantor. If the Grant or fails to perfonn any of the Grantor's duties or covenants set forth 1n this Deed of Trust, the Benef1C1ary may perform the dutres or cause them to be performed, mcludmg, without ~mllahon, s1gnrng the Grantor's name or paying any amount so required, and the cost, with mterest at the default rate set forth m the Loan Documents, w11l 1mmed1ately be due from the Grantorto the Beneficiary from the date of expenditure by the Benef1c1ary to date of payment by the Grantor, and will be one of the Obftgatmns secured by thtS Deed of Trust All acts by the Benef1c1ary are hereby ratified and approved, and the Beneflc1arywill not be liable for any acts of comm1ss1on or omission, nor for any errors of .rudgment or mistakes of fact or law ARTICLE IV. DEFAULTS AND REMEDIES The Benef1c1arymay enforce its nghts and remec.hes under thJS Deed of Trust upon default A default will occur 1f the Grantor fails to comply wrth the tenns of any Loan Documents (including this Deed of Trust or any guaranty by Iha Grantor) or a demand for payment 1s made under a demand loan, or the Granter defaults on any other mortgage affecting the Land, or 11 any other obl1gor fails lo comply wrth the terms of any Loan Documents for which the Granlor has given the Beneficiary a guaranty or pledge, or If there shall be a default under the Unsecured Rea.t Estate Envlfonmental Indemnity of even date herewith by Borrower or any olher lndemmtor 1denbf1ed therein Upon the occurrence of a default, then subJ8CI only to any statutes conferring upon the Grantor the nght to notrte and an opportunity to cure. the Beneficiary may decJare the Obhgat1ons to be 1mmed1ately due and payable 4.1 Remedies. In add1t1on to the remedtes for default set forth below and m the other Loan Documents, 1nctudfflg accelerahon, the Benef1c1ary upon default will have al other rights and remedies for default available by law or equ,ly Upon a default, Benef1c1ary may exercise the following remedies (a) Enforcement of Assignment of Rents and Leases. To the fullest extent parmrtled by applicable law, Beneficiary may {1) termma1ethe license granted to Granter to collect the Rents (regardless of whether Beneflc&ary or Trustee shall have entered into possession of the Mortgaged Property), collect and sue for the Rents in Beneflcia!Ys own 17140WA Page4of9 10/01 = ,._ = (1} terminate the license granted to Grantor to collect lhe Rents (regardless of whether Beneftc1ary or Trustee shall have entered mto possession of the Mortgaged Property), coflect and sue for the Rents m Benef1c1ary's own name, give receipts and releases therefor, and after deductmg all expenses of coUect1on, mcluduig reasonable auomeys' fees, apply the net proceeds thereof to any Obl1gat1ons as Beneficiary may elect, (11) make, modify, enforce. cancel or accept surrender of any leases, ev,ct tenants, adJUSt Rents, mamtain, decorate, refurbish, repair, clean, and make space ready for renting, and otherwJSe do anything Benef1e1aryreason- abty deems advisable rn connection with the Mortgaged Property, (111) apply the Rents so coUected to the operabon and management of the Mortgaged Property, mclud1n9 the payment of reasonable management, brokerage and attorneys' fees, or to the Ob~gat,ons, and (1v) require Granlor lo transfer and de!rver possession of all security deposits and records thereor to Bonef1c1ary (b) Power of Sale Benehc1arymay require lhe Trustee.and the Trustee is hereby authonzed and empowered, to enter and take possession of the Prenuses and to sell all or part of the Mortgaged Property, at public auction, to the h1;;ihes1 bidder for cash or such equivalent form or payment as may be permitted by applicable law, free from equity of redemption, and any statutory.or common law rrght of redemptmn, homestead, dower, mantal share, and all other exempttons, afterg1v11g notice of the time, place and terms of such sale and of the Mortgaged Property to be sold, by advertising the safe of the property 1n such manner and at such times as may be required by appltcable law The Trustee shall execute a conveyance to the purchaser conveying to the purchaser an the nght, lllle and 1nterest1n the real and personal property sold at the trustee's sale which the Grantor had or had power to convey al the time of execution of this Deed of Trust and such right, tltle and mterest therein as the Grantor may have thereafter acqrnred, and the Trustee shan deliver possession to the purchaser, wh1eh the Granter warrants shad be given wrt:hout obstruction, hindrance or delay To the extent permitted by appilcable law, the Trustee may sell all or any portion of the Mortgaged Property, together or ITT lots or parcels, and may execute and dal1verto the purchaser or purchasers of such property a conveyance as descnbed above The Trustee shall receive the proceeds thereof and shall apply the same as follows (a) first, the expense of the sate, including a reasonable charge by the Trustee and by his or her attorneys, (b) second, to the payment of the Obhgabons herein secured, in such order as Beneficiary shall elect, and to the extent permitted by applicable law any balance of said Obligations may be the subJect of 1mmed1ate suit, and (r..:) third, should there be any surplus, Trustee wilt deposit such surplus, if any, less the clerk's filing fee, with the clerk of the supenorcourt of the county in which the sa~ took place To the extent permitted by applicable law, the sale or sales by Trustee of less than the whole o1 the Mortgaged Property shall not exhaust the power o1 sale harem granted, and the Trustee 1s spec1f1ca1Jy empowered to make successwe sales under such power untd the whole of the Mortgaged Property shall be sold, and d the proceeds o1 such sale or sales of less than the whole of the Prem,ses shaN be less than the aggregate of the Obhgahons and the expenses thereof, trus Deed of Trust and the lien, secunty interest and assignment hereof shalt remain 1n full rorce and effect as to the unsold portion of the Mortgaged Property, provsded, however, that Granlor shall never have any nght to require the sale or safes of Jess than the whol.e of the Mortgaged Property, but Benehc1ary shall have the nght at its sole election, to raquest the Trustee to sell less than the whole of the Mortgaged Property Benef1c1ary may bid and become the purchaser of all or any part of the Mortgaged Property at any such sale, and the amount of Benef1c1ary's successful bid may be credited on the Oblagabons (c) Judicial and Other Relief. Benef1c1aryor Trustee may proceed by a suit or syirs m equity or at law, whether for the spec1f1c performance of any covenant or agreement herein contained or 1n aid of the execution of any power herem granted, or for any foreclosure hereunder or for the sale of the Mortgaged Property under the Judgment or decree of any court or courts al competent Junsd1ct1on (d) Entry on Prem,ses;Tenancyat w,n. (1) Benef,c,ary may enter mto and upon and take possession of all or any part of the Mortgaged Property, and may exciuda Grantor, and all persons cla1m1ng under Grantor, and its agents or servants,wholly or partly therefrom, and, holdmg the same, Benef1c1arymay use, adm1rnster, manage, operate. and control the Mortgaged Property and may exercise all nghts and powers of Grantor in the name, place and stead of Granter, or olherw1se, as the Beneficiary shall deem best, and ,n the exercise of any of the foregoing rights and powers Bene11c,ary shall not be liable lo Grant or for any loss or damage thereby sustained unless due wlely to the willful misconduct or gross negligence of Beneficiary (u) In the event of a trustee's or other foreclosurosale hereunder and Jf al the t11ne of such saleGrantoror any other party ( other Ulan a tenant under a Lease as to wh,ch the Beneficiary shall have expressly subordinated the lien of this Deed of Trusl as here1nabove sel out) occupLes the portion of the Mortgaged Property so sold or any part thereof, such occupant shaU on the twentieth day after the sale become the tenant of the purchaser at such sale, which tenancy, unless otherwise requrred by apphcable law, shall be a tenancy from day to day, terminable at the will 1714DWA Page5of9 10/01 .. of such purchaser, al a reasonable rental per day based upon the value of the portion of the Premises so occupied (btJt not less than any rental theretofore paid by such tenant, computed on a daily basis) An action of forcible detainer shall Ile tf any such tenant holds over a demand in writing for possession of such port10n of the PremJses (e) Receiver. Benaflc1ary may make appl1cat1on to a court of competent 1urisd1ct1on, as a matter of slnct nght and without notice lo Grantor or regard to the adequacy of lhe Mortgaged Property for the repayment of the Obl!gahons, for appointment of a receiverof the Mortgaged Property.and Grantordoes hereby irrevocablyconsentto such appointment Any such recerver shall have all necessary and proper powers and duties of receivers 1n similar cases, including the full power to rent, maintain and otherwise operate the Mortgaged Property upon such terms as may be approved by the court (f) Remedies Cumulative, Concurrent and Nonex-clus1ve Jf the Obhgat1ons are now or hereafter lurttler secured by chattel mortgages, other deeds of trust,securdyagreements,pledges, contractsof guaranty,ass1gnments of leases, or other security, then lo the fullest extent permitted by applicable faw, Beneficiary may, at its option, exhaust 1ls remedies under any one or more of said instruments and lh1s Deed of Trust, either concurrently or independently, and in such order as Benefrc1ary may de1ermine Benef1c1ary shall have all rights, remedies and recourses granted in the Loan Documents and avarlable to rt al law or equity (mclud1ng, without lrm1ta11on, those granted by the Uniform Commercial Code), and to the fullest extent permrtted by applicable law, same (a) shall be cumulative, concurrent, and nonexclusive, (b} may be pursued separately, successtVely or concurrently against Grantoror others obligated for the Obhgat1ons, or any part thereof or agamstany one or more of them, or against the Mortgaged Property,atthe sole d1scr0t1on of Boneffciary,and (c) may be exercised as often as occasion therelorshall anse, 1t being agreed by Gran1orthat the exercise of or failure to exercise any of same shall 111 no event be conslrued as a waiver or release thereor or or any other nght, remedy or recourse {g) Waiver by the Benet1c1ary. The Benehctarymay permit the Grantorto attempt to remedy any default without waiving its nghts and remedies hereunder, and the Beneflctary may waive any default without waMng any other subsequent or prior default by the Grantor Furthermore, delay on the part of the Benefic,aoy 1n exercising any nght, power or pnvdege hereunder or at law will not operate as a waiver thereof, nor will any single or partial exercise of such nght, power or prrv1lege preclude ofherexerc,sethereof or the exercise of any other right, power or pr1vdege No waiver or suspension win be deemed to have occurred unless the Benehc1ary has expressly agreed m writing spec1fy1ng such waiver or suspension (h) Attorneys'Fees and Other Costs. Attorneys'fees and other costs incurred m connection with this Deed of Trust {mcludrng Wllhoul hm1tat1on, the cos! of any appra1salwh1ch may be obtained in conJtmct1on with any foreclosure or deficiency Judgment proceedings} may be recovered by the 8enef1c1ary and included 1n any sale made hereunder or by Judgment of foreclosure ARTICLE V. TRUSTEE 5.1 Aclk>n by Trustee. The Trustee named harem shall be clothed with full power to act when action hereunder shall be required, and to oxecute any conveyance of the Mortgaged Property In the event that the substrtut1on olthe Trustee shall be-come necessaryfor any reason, the substttut1on of a trustee,n the place of that named herein shall be sufficient The tenn "Trustee~ shall be construed to mean "Trustees"wheneverthe sense requires The necessFly of the Trustee herein named, or any successor m trust, making oath or g!Vlng bond, IS expressly waived 5 2 Employment of Agents. The Trustee,or any one acting 1n rt's stead, shall have, m 1l's discretion, authonty to employ all property agents and attorneys in the execu11on of this trust and/or 1n lhe conducting of any sale made pursuant to the terms hereof, and to pay for such services rendered out of the proceeds of the sale of the Mortgaged Property, should any be realized, and 1f no sale be made or rt the proceeds of sale be 1nsufhc1ent to pay the same, then, to the fuDesl extent permrtted by applicable law, G rantor hereby undertakes and agrees to pay the cost of such services rendered to said Trustee Trustee may rely on any document believed by rt 1n good faith to be genuine All money received by the Trustee shall, until used or applied as herein provided, be held in trust, but need not be segregated (except to the extent required by law}, and the Trustee shall not be liable for tnterest thereon 5 3 lndemmf1cat1on of Trustee. If the Trustee shall be made a party to or shall intervene m any action or proceeding affecting the Mortgaged Property or Iha tstle thereto,or lhe inlereslof the Trustee or Benef1c1aryunder this Deed of Trust, the Trustee and Beneficiary shall be reimbursed by Grantor, 1mmediately and without demand, for all reasonable costs, charges and atlorneys' fees incurred by lhem or eflher of them m any such case, and the same shall be secured hereby as a further charge and ben upon the Mortgaged Property 5.4 Successor Trustee, In the event of the death, refusal, or of mabi1ty for any cause, on the part ol the Trustee named herein, or of any successor trustee, to act at any time when action under theforgo,ng powers and trust may be required, or for any other reason sat1sfactooyto the Benef1c1ary, Iha Benehciary1s authonzed, ertherin rts own name or 1714DWA Page 6 of 9 10/01 through an attorney or attorneys in fact appointed for that purpose, by written mstrumen1 duly recorded, to name, substitute and appollit a successor or successors to execute this trust, such apporntment to be evidenced by wnlmg, duly acknowledged, and when such wntmg shall have been recorded m each county m which the Land ,s located, the substituted trustee named therein shall thereupon be vested with all the nght and title, and clothed with all the power of the Trustee named herein and such hke power of subsl1tubonshaU conhnue so long as any part of the debt secured hereby remains unpaid Any successor Trustee may be replaced, at the option of the Benefrc,ary, by the onginal Trustee or a successor Trustee previously replaced, each such substttut1on to be made as herein provided ARTICLE VI. MISCELLANEOUS In add1t1on to all other miscellaneous provisions under the Loan Documents which are exprassry incorporated as a part of !hrs Deed of Trust, the following prov1s1ons win also apply 6 1 Term of Deed of Trust This Deed of Trust shall co.nunue m full force and effectunlll the Mortgaged Property has been reconveyed by the Trustee S.2 Time of the Essence Time 1s of the essence with respect to payme:nt of the Obhgat1ons, the performance of all covenants of the Grantor and the payment of taxes, assessments, and s1m1lar charges and insurance premiums 6 3 Subrogation. The Benehc1ary will be subrogated to the hen or any mortgage or other hen discharged, ., whole or 1n part, by the proceeds of the Note or other advances by the Beneficiary I m which event any sums othef'Wlse advanced by Iha B0nef1c1ary shall be immediately due and payable, wrth interest at the default rate set forth 1n lhe Loan Documents from the date of advance by the Benef1c1aryto the date or payment by the Grantor,and will be one of the Obhgat1ons sectired by this Deed of Trust 6.4 Choice of Law. This Deed of Trust w1U be governed by lhe laws of the state in wh1Ch the Mortgaged Property ,s located For all other purposes, the choice of law specified 1n the Loan Documents will govern 6 5 Severabilily Invalidity or unenforceab1hty of any provasaon of this Deed of Trust shall not affect the vahdrty or enforceab1l1ty of any other prov1s,on 6.6 EntoreAgreement This Deed of Trust 1s intended by the Grantorand the Benef1c1aryas a final expression al this Deed of Trust and as a complete and excluswe statement of its terms, there being no cond1t1ons to the full effectiveness or this Deed of Trust No pare/ evidence of any nalure shall be used to supplemenl or modify any terms 6 7 Joml Liab1hty;Successors and Assigns. If there is mote than one Grantor, the r1ab1hty of the Grantorsw1ll be Joint and several, and the reference to ·Grantor"shal be deemed to referto each Granter and to aU Granters The rights, options, powers and remedies granted m thts Deed of Trust and the olher Loan Documents shan extend to the Benefrc1ary and lo its successors and assigns, shall be b1nd1ng upon 1he Gran I or and Its successors and assigns, and shall be apphcable herelo and to all renowals, amendments end/or extensions hereof 6.8 Indemnification. Excepl for harm aristng from the Benef,c1ary's or the Trustee's w1flful misconduct. the Granto, hereby mdemnaf1es and agrees lo defend and hold the Beneficiary and the Trustee harmless from any and au losses, costs, damages, claims and expenses (including, wrthout hm1tation, attorneys'fees and expenses)of any kind suffered by or asserted agamst the Benef101ary or the Trustee relating lo claims by third partres ansrng out of tha financing provrded under the Loan Documents or related to the Mortgaged Property excepting the BeneliCiary's (a1lure to perform its obllgat,ons under the Real Estate Envtromnenlal lndemmty Agreement or lhe exercise by the 8enef1e1aryor the Trustee of any of thetr respective powers, nghts and remedies under this Deed of Trust To the fullest e)Ctent perrmtted by apphcable law, this mdemmf1cat1on and hold harmless prov1s1on will survave the termination of !he Loan Documents and the sat1sfact1on of this Deed of Trust and Obl1galtons due the Benef1c,ary 6.9 Notices. Except as otherwise provided by applicable law, notice of any record shall be deemed dehvered when the record has been (a) depoMed 1n the United Slates Mail, postage pre-paid, (b) received by overnight delivery service, (c) received by telex, (d) received by telecopy, (e) rece,ved lhrough the mtemet, or (f) when personally delivered 6.10 Release of Rights of Dower, Homestead and D1str1butive Share. Each of the undersigned hereby relinquishes au nghts of dower, homestead and d1stnbut1ve share m and to the Mortgaged Property and waives all nghts of exemptron as to any of the Mortgaged Property 6 11 Copy The Grantorherebyacknowledges the rece,ptof a copy of this Deed of Trust, togetherw,th a copy of each promissory note secured hereby, ancf all other documents executed by the Granter 1n connection herewJth 6.12 Usury Savings Clause. Notwithstanding anythmg harem or"' the Nole to the contrary, no provision contained herein or in !he Note whlCh purports to obhgate the Grantorto pay any amount of mterestor any fees, costs or expenses which are m excess of the maximum permitted by applicable law, shall be effechve to !he extent thal rt 17140WA Page 7 of 9 10/01 calls for the payment of any interest or other sums in excess of such maximum All agreements between the Granter and the Benehciary,whether now existing or hereafteransing and whether wntten or oral, are hereby l1m1ted so that in no contrngency, whether by reason of demand for payment of or accelerat1en of the matunty of any of the indebtedness secured hereby or olherw1se, shall the mteres1 contractec for, charged or received by lhe Bene!,c,ary exceed the maximum amount perm,ss1ble under applicable law If, from any c1rcumstance whatsoever ,interest would otherwise be payable to the Beneflctary tn excess of the max1murn lawful amount, the interest payable to lhe Benef1c1aryshall be reduced to the maximum amount permitted under apphcable law, and 1f from any circumstance the Benehcrary shalt ever receive anything of value deemed interest by appltcable law m excess of the maximum lawful amount, an amount equal to any e>:cess1Ve1nterest shall at the Benef1ciary's option, be refunded to the Grant or or be applied to the reduction of the pnnc1pal balance of the mdebtedness secured hereby and not to the payment of rn1erest or, 1f such excess1ve inlerest exceeds the unpaid balance of pnnctpal indebtedness secured hereby, such oxcess shall be refundec to the Granier This paragraph shall control all agreements between lhe Granier and the Benef1c1ary 613 Riders. The nder{s) attached hereto and recorded together with this Deed of Trust are hereby fully mcorporaled 1010 lh1s Deed of Trusl [Check applicable box(es)] 0 Condomm,um Rider D Second Deod of Trusl Rider O Conslrucllon Loan R,cte,O Other(s) (Spec,f~------------------- 1 N WITNESS WHEREOF ,the undersigned has/have executed this Deed of Trust as of JUNE 2 7 ~~-- --·---------------- {1mhvidual Grantor) (lndMdual Granlor) ------- Printed Name NA Printed Narne ______ __.N=A~------- Renton Assembly of God Grantor Name {Orgamzatcon} (Grantor Address) (Bene1101ary Address) 15711 152ND Av~e~n~u~e~~s~E~~~~-~~ Renton, CA 98058 555 SW OAK .!'.QRl'.J:.Jlffl), OR 97204 {NOTARIZATION(S) ON NEXT PAGE] 17140WA Page 8of9 10/01 = ..... = Acknowledgment m lnd1v1dual Capac,ty STATE OF Wt,5/lUt~(w l COUNTY OF~K~lrtj-"--+---~ ss I certify that I know or have satisfactory evidence th~-------==7 N""""A,c-~~-------- lName(sJ of Person(s)) is/are the person{s) who appeared before me, and said person(s) acknowledged that he/she/they signed this instrument and acknowledged rt to be h1s/her/the,r free and voluntary act tor the uses and purposes mentioned m the instrument Dated (Saal or Stamp) Pnnted Name------------------- Trtla ---------------------- My appointment expires--------------- Acknowledgment In Representative Capacity STATE OF ~~Th(\ I ss. COUNTY OF~----~ IS/are the person(s) who appeared before me, and said person(s) acknowledged that he/she/they signed lhos instrument, on oath stated that he/she/they was/were authonzed to execute the mstrurnent and acknowledged It as the Senior .~.~stor and Secretary/Treasurer (Type of aulhoRfy, e g, ofhcer, ln.lS!ee. etc) of Renton Assembly of God (Name ol party on behalf of whOm ms1rurnent was executed) to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument Dated Jll.}'1; 2 1 WDZ.,. t7140WA Page9of9 10/01 .. .- Grantor Renton Assembly of God EXHIBIT A TO DEED OF TRUST (Legal Descnpt1on) Trustee US BANK TRUST COMPANY, NA Beneficiary U S BANK N A Legal Descnphon of Land THAT PORTION OF THE WEST HALF OF THE SOUTHWEST 1/4 OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W M , IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF TilE SOUTH MARGIN OF THE RENTON-MAPLE VALLEY 1-IlGHWAY, EXCEPT THAT PORTION OF SAID WEST HALF, DESCRIBED AS FOLLOWS BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID SECTION 23, WITH 1BE SOUTH MARGJN OF SAID HIGHWAY, THENCE SOUTH 75°42'00" EAST ALONG SAID MARGIN 390 27 FEET TO AN EXISTING FENCE, THENCE SOUTH 13°01'!5" WEST ALONG SAID FENCE, 1,010 22 FEET, THENCE NORTH 75°42'00" WEST, 139 00 FEET, THENCE SOUTH 13°42'00" WEST 274 24 FEET TO THE WEST LINE OF SAID SECTION 23, 6 THENCE NORTH 02°08'1 S" EAST ALONG SAID WEST LINE, 1,313 66 FEET TO THE POINT OF = BEGINNING, AND EXCEPT THE EAST 20 FEET OF THE NORTHWEST 1/4 OF THE SOUTHWEST 114 OF SAJD SECTION 23, LYING SOUTHERLY OF THE RENTON-MAPLE VALLEY HIGHWAY AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO 251237, AND EXCEPT THAT PORTION AS DEEDED TO KING COUNTY BY RECORDING NO 9001041071, AND EXCEPT THAT PORTION CONVEYED TO THE ST A TE OF WASHINGTON BY RECORDING NO 9303312386, SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON PROPERTY ADDRESS 15711 152ND Avenue SE, Renton, WA 98058 aka 15025 Maple Valley Highway SE, Renton, WA 98058 VESTED AS RENTON ASSEMBLY OF GOD, successor m interest to The Assembly of God Church of Renton, a Washington CorporatJon " ' This ins!rumenl prepared by and after recording return to SALLY T. JOHNSON U.S. BANK N.A. _COLLATE~D~~l\l!TME~~NT,.,._ __ ~ P.O. BOX 5308 PORTLAND, OR 97228-5308 0608760918 PIU;E 801 : , .. MDT 23.09 10/87/21)ej t•~ KING COUNTY •. el , IIA AMENDMENT TO WASHINGTON DEED OF TRUST Grantor(s) NEW. LrFE CHURCH @ RENTON FICA RENTON ASSEMBLY OF GOD Grantees U.S. BANK N.A., as Beneficia,.,_ __ ~-.,----~-------~ U.S. BANK TRUST COMPANY, tt.A., as Trgstee Legal Description PORTION OF SW 23 23N OSE 20031007002112.001 ----------------------------(Add1tronal below) Assessor~s Tax Parcel or Account Number_.2..,3,.,2,.,3,_,o,.,s,..9,_,o,,2,,,1,,_ ______ _ Reference Number of documents assigned or released 20020703000774 This Amendment to Deed of Trust, (the "Amendment'), 1s made and enlered into by lhe undersigned borrower(s), guarantor(s) and/or other obl,gor(s)/pledgor(s) (collect,velythe "Grantol') and u. s. BANl(s..,,Nc,."A~------- (the "Beneltcoary")as of the date set forth below RECITALS A The Grantor (or the Grantor's predecessor m U1terast, rf different from the undersigned Grantor) executed a deed of trust (the "Deed of Trust?, dated JUNE 27. 2002 The "Land" (defined ,n the Deed of Trust) subJect to lhe Deed of Trust is described as follows (or an Exhibit A hereto if the descnpt1on does not appear below) 15711 152ND AVENUE SE, RENTON, WA 98058 AKA l.5025 MAPLE VALLEY HIGHWAY SE, Rfill'l'ON WA 98058, MORE FULLY DESCRIBED IN EXHIBIT A ATTACHF.D HERETO AND BY REFERENCE MADE A Pl\l!T HEREOF. B The Deed of Trust was recorded in the office of the County Auditor for ~K-IN=G ________ County, Wash,nglon, on_.mr,y 3. 2002 , as Reference No 200207030Q.07]_~~-- G The Granter has requested that the Benehc1ary perm rt certain mod1flcat1ons to the Deed of Trust as descnbed below D The Beneficiary has agreed to such modd1callons, but onty upon the terms and c:ond1hons outlined in this Amendment TERMS OF AGREEMENT In cons1deral1on of the recitals and mutual covenants contamed herein, and for other good and valuable cons1derallon, the Granlor and the Beneficiary agree as follows 3501 DWA Ous bancorp 2001 B 1 Page 1 Of 4 3/03 .. .. 20031007002112.002 1 00 Change in Note/Secured Amount. If checkad here, the phrase 1n 1he Deed of Trusl •a note or notes dated __Q__6_L2:7jJl2 m the m1t1al pr1nCJpal amount(s) of $850,000_.0j) _____ _ ------~-~----' 1s hereby amended and replaced with the phrase 'note(s) or amended note(s) dated..Q.Qll..O.Lll.~-- _____ 1n lhe mrt1al pnnctpal amounl{s) of $k.Q_O~O~r Q=O~O~-~O=----- ---------------------------------· HemaHerthe Deed of Trusl shall secure the payment of any amounts advanced from lime lo time by the Beneflc1aryto Grantor under the Note, as defined m thrs Amendment (or previously advanced under the ongmal note). or any of the other Loan Documents 2 Maturity of Deed of Trust. Any reference in the Deed of Trust to a maluntydate of !he Deed of Trust1s hereby deleted, 1t bemg the mtenl of the parties hereto lhat the Deed of Trust have no staled maturity date This does not affect matunty of the Obt1gat1ons under the Loan Documents 3 Addit1ona1Terms. 4 Fees and Expenses The Gran tor will pay all fees and expenses (mclud1ng attorneys' fees) 1n connection with the preparatmn, execution and recording of this Amendment 5 Effectiveness of Pnor Document Except as provided m this Amendment, all terms and cond1t1ons contained tn the Deed of Trust remain in full force and effect m accordance with their terms, 1nctud1ng any reierencem the Deed of Trust to future credit secured by the Deed of Trust, and nothing herein wrll affect the pnonty of the Deed of Trust All warranties and representat1onsconta1ned m the Deed of Trust are hereby reconhrmedas of the dale hereof All collateral prev,ously provided lo secure the Note continues as secunly, and all guaranties guaranteeing obhgauons under the Note remain in full force and effect This 1s an amendment, not a novabon 6 No Waiver of Defaults; Watranbes. This Amendment shall not be construed as or be deemed to be a waiver by the Beneficiary of extst1ng defaults by the Grantor whether known or undiscovered AU agreements, representa· trons and warranties made herein s11all survive the execution or this Amendment 7 Counterparts This Amendment may be signed 1n any number of counterparts, each of which will be considered an ong111al, but when taken together wlll constitute one document 8 Authorization. The Granter represents and warrants that the execution, dehvery and pertormance of this Amendment and the documents referenced to herein are within the organizational powers (as applicable) of the Grantor and have been duly authorized by all necessary orgarnzational achon ORALAGREEMENTSOR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEARFROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. IN WJTNESSWHEREOF,the undersigned has/have executed this Deed of Trust as of JUNE l.Q, 2003 NEW LIFE CHURCH~ RENTON FKA RENTON ASSEMBLY OF GOD (lnd1vrdual Grantor} Grantar Name (Organization) a ~J!llJG-IJlll..-:~~cen,,9----__ ----r"Y!-----=- Pr1ntocl Nama -----~~N~/~A~ (lnd1Vldual Gra1110r) Printed Name NA [BENEFICIARY SIGNATURE ON NEXT PAGE] 3501DWA Page2 cf4 3/03 GRANTOR NOTARIZATION (Acknowledgment In Individual Capacity) STATE OF / COUNTY 0-F-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-) ss i certrfy that I know or have satistactory evidence tha9 t'---------==Nr.-/ciA""'= [Name{s)ot Person(s)f 20031007002112.003 1s/are the person(s) who appeared before me, and said person(s} ackno cd that he/she/lhey signed ttus ,nstrument and acknowledged 1t to be his eJT free and voluntary or the uses and purposes menh ed 1n the instrument Dated (Seal or Stamp) STATE OF.:'.ll .LJl.~~"f.JJl'!.L~ ~ COUNTY OF _.i;u,~i'------) ss lcert1fythatlknoworhavesat1sfactorye111dencetha1DR .. D. RICK RO?-, SR. and DONALD HOFFMAN Name(s) of Persoo(s)J ,stare the person(s) who appeared before me, and satd person(s) acknowledged that he/she/they signed this instrument, on oath stated that he/she/they was/were authonzed to execute the instrument and acknowledged it as the SENIOR PASTOR and SECRETAJ!Y /TREA=S"'UR=E=R,.__,~~~-~----------- ffype of authority, e g, ofitcer, trustee, (tlC) of_ NEW LXFE CHURCH@ RENTON FICA RENTON ASSEMBLY OF GOD (Name of party on behalf of whom instrument was executed) to be the free and voluntary-act of such party for tho uses and purposes mentioned in the rnslrument Dated .J.tu d5 JOf/3 . - (Seal or Stamp) 1,, ' . <:,.~ ed e t&y£'Tinll(.f Trtie'1}~~ My appo,ntme:xp1res 1 kL ., 9 1 ta?(o I [BENEFICIARY NOTARIZATION ON NEXT PAGE] 3S01rYWA Page3 o14 3103 .. .. BENEFICIARY NOTARIZATION I certify that I know or H ve satJSfactory evidence that SALLY' T. JOHN_S\lO~N=====~------[Name(s) of Per.son\s)J 20031007002112.004 is/are the person(s) who appeared before me, and said person(s) acknowledged that he/she/they signed this 1nstrumenl, on oath stated that he/she/they was/were authonzed to execute the instrument and acknowledged 1t as the _ _l\BSIS_'l'ANT VICE PRESIDENT (Type of authonly, e g, officer, trustee, etc} of U.S. B~--1!~~A~·---=------~ ----------(Name of party on behalf of whom 1ns1rument was executed) (SealorStamp) ', C: J(}~ :.~:dlhe free ~n~h;;_such pacty for ~the uses and purposes menbo~ed in th~ument ---'''",, Pnnte,;;;; L.1/1.M: 4. 67°6/Wt..« _,.--~ STc,i,. '''I -· ~-- .. 9t-·· ·· · ·· · ~~ ,, Title 71.1-91Z¥ 3501DWA ;' ~ . ;,s10N 1:-i: ~ 11 '{' ···· 7 f .::J :'.$ ',. · I My appomtment expires __ ./LY -3tJi)Jf.-- f !~ ~o1ARY 'll,\ ~ = : :o --(/): , ~ ~o PU8'JG ! : ', -:., ~: 1 11 .si,,;· .. 11.9.'v~-·· : "' "1<: .....• ·:J .: ,,, OFWP->' ·:..--,,,,...,, ............. -.. - Page4of4 3/03 ' ' EXHIBIT A TO DEED OF TRUST (Legal Dcscnpt1on) Grantor Renton Assembly of God Trustee US BANK TRUST COMPANY, NA Beneficiary U S BANK NA Legal Descnpllon of Land 20031007002112.005 IlfA T FORTION OF TIIE WEST HALF OF THE SOUTHWEST 114 OF SECTION 23, TOWNSHIP 23 NORIB, RANGE 5 EAST, W M, IN KING COUNTY, WASHINGTON, LYING SOUTIJERL Y OF TilE SOUTH MARGIN OF TIIE RENTON-MAPLE VALLEY H!GHW A Y, EXCEPT THAT PORTION OF SAID WEST HALF, DESCRIBED AS FOLLOWS BEGINNING AT THE INTERSECTION OF TIIE WEST LINE OF SAID SECTION 23, WITH THE SOUTH MARGIN OF SAID H!GHW AY, TI!ENCE SOUTI! 75°42'00" EAST ALONG SAID MARGIN 390 27 FEET TO AN EXISTING FENCE, THENCE SOUTI! 13°01 'l 5" WEST ALONG SAID FENCE, 1,0 JO 22 FEET, THENCE NORTII 75°42'00" WEST, 139 00 FEET, ..._ TIIENCE SOUTII 13°42'00" WEST 274 24 FEET TO THE WEST LINE OF SAID SECTION 23, - THENCE NORTH 02°08'15" EAST ALONG SAID WEST LINE, 1,313 66 FEET TO TIIE POINT OF BEGINNING, AND EXCEPT TIIE EAST 20 FEET OF TIIE NORTHWEST 1/4 OF TilE SOUTHWEST 1/4 OF SAID SECTION 23, LYING SOUTIIERL Y OF TIIE RENTON-MAPLE VALLEY HIGHWAY AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO 251237, AND EXCEPT THAT PORTION AS DEEDED TO K!NG COUNTY BY RECORDING NO 9001041071, AND EXCEPT TIIAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY RECORDING NO 9303312386, SITUATE IN THE COUNTY OF KING, STA TE OF WASHINGTON PROPERTY ADDRESS 1571 l 152ND Avenue SE, Renton, WA 98058 aka 15025 Maple Valley Highway SE, Renton, WA 98058 VESTED AS RENTON ASSEMBLY OF GOD, successor m mtercst to The Assembly of God Church of Renton, a Waslungton COIJlOratlon .. After Recordmg Return To· Ruth S. Martinson. Esq Stokes Lawrence, PS. 800 Fifth Avenue, Suite 4000 Seattle, WA 98104-3179 Document Title: Reference Number(s) of Documents Assigned or Released Grantor(s) Grantec(s) Legal Description Assessor's Property Tax Parcel/Account Number(s)· 34001-303 \ 1169&7 d~ Cell Site STIL W ASD56 20030815001494.001 1111111111111111 20030815001494 ~!8~Ei01 OF 005MEMO 23 00 08/l~/2003 12 2S KINC COUNTY, WA Memorandum of Agreement NIA Crown Castle GT Company LLC A.T&T Wireless Services ofWashmgton, LLC Add11Ional names on page 2 of document W 1/2 of the SW 1/4 of Section 23, Township 23 N, Range 5E Complete legal descripllon ,s on page 5 of document 232305-9021-07 ·-,• AFTER RECORDING PLEASE RETURN TO AT&T Wireless Services Attn Lease Management 2729 Prospect Park Dnve Rancho Cordova, CA 95670 State· W ashmgton County Kmg Licensee S1te Name/Number Maplewood/SITL WASD56 Licensor Site Name/Number Cedar River/814265 Parcel Number. 2323059021 Abbreviated Legal Descnphon SW 23-23-05 MEMORANDUM OF AGREEMENT 20030815001494.002 This Memorandum of Agreement ,s entered into on this I qt• day of J $; . 20 ~ by and between Crown Castle GT Company LLC, a Delaware hm,ted hablfrty company (hereinafter referred to as "LICENSOR") and AT&T Wireless Serv1ces of Washington, LLC, an Oregon limited hab1hty company, d/b/a AT&T Wireless, by AT&T Wireless Services, Inc, a Delaware corporabon, its member, having an office at 2729 Prospect Park Dnve, Rancho Cordova, CA 95670 (hereinafter referred to as "LICENSEE") 1 E LICENSOR and LICENSEE entered into a S,te License Acknowledgment dated ~"""i....U>4-'2""0e;,:;;,.3"c-c~ pursuant to that certain Master License Agreement dated Sept ber 13 1999 ("LICENSE), for the purpose of hcens,ng space on THE LICENSOR's communicat,on tower located at the real property described in Attachment A hereto and installing associated commurncabons equipment thereon 2 The term of the LICENSE 1s for five (5) years commencing on the earlier of (1) 180 days after full execubon of the SLA or (11) the first (1") day of the month following the commencement of installabon of AT&T's equipment at the site, wrth four (4) successr,e five (5) year opbons to renew lf all options to renew are exercised. the term of the LICENSE will expire twenty-five (25) years after the License commencement Date {as defined m the LICENSE) [SIGNATURES APPEAR ON THE FOLLOWING PAGE] .. 20030815001494.003 IN WITNESS WHEREOF, the parties have executed this Memorandum of Agreement as of this day and year first above written LICENSOR: Crown Castle GT Company LLC, a Delaware l1m1ted hab1hty company Date __ 7,_-~Lco.8~-~M~---- Address 2000 Corporate Drive, Canonsburg, PA 15317 LICENSEE: AT&T Wireless Services of Washington, LLC, an Oregon l1m1ted hablilty company, d/b/a AT&T Wireless By AT&T Wireless Services, Inc, a Delaware corporation, its member By~? Nam'l..ouis R. Levy Title .Implementation Manager Date Western R~31on lf7's7e, Address 14500 NE 87th Street Redmond, WA 98052 [ACKNOWLEDGEMENTS APPEAR ON FOLLOWING PAGEi 20030815001494.004 • ~ICENS~EACKNOWLEDGMENT STATE OF_~W\lt~ ____ ) ' <._\k ))ss COUNTY OF~-~~-+---'· I CERTIFY that on \j1 ~~q 3L 2003, : .'.< ::if \~ 'n '( personally before me and this person acknowledged under oath to my satlsfact1on, that came Notary Pu 1 My Comm1ss1on Expires LICENSOR ACKNOWLEDGMENT STATE OF fk,7,o>y__ ) ss COUNTY OF },AA,..,q~ I CERTIFY that on ~ J1L, 2003, ~ E, t,J,,f"' personally came before me and thIS person acknledged under oath to mysatisf ct1on, sh (a) 1s the ~ er.r-::,~ of Crown Castle GT Company LLC, a Delaware l1m1ted liabillty company named in this document, (b) was authonzed to execute this instrument on behalf of the corporabon and (c) executed the instrument as Place Notary Stamp Within Box Attachment "A" A. I, T A COMMITMENT SCHEDULE A. Page 2 Order No S2445l The land referred to in this cownitment i5 situated in the State of Nash1ngton, and de$cribcd as foll-ows: That portion of Lhe 1o1,::·st one~hal£ of the southwest one-quarter of section 23, Township ?3 North 1 Range 5 East, W ~ 1 in King County, Washington, lying :sol.!therly of the south margin of the Renton-Maple Valley lhghway; EXCEPT that portion 01 said west oneMha1f, described as follows Beginning at the inte1section of the west line of said Section 23, with the south margin of said highway; thence souch 75G~2·00~ east along aa1rj marg1nJ 390.2? feet to an exl.sting fenee, thence south 13 6 01'15~ west dlong aa1d fence, 1010.22 feet, tOeuce north 75"42'00" west, 139.00 feet; thence south 13~42•00• west, 274.24 feet to the west line of said Section 23; th~nce north 02°oa 1 1s~ ~ast along said we$t 11.ne, 1313 G6 feet to the po1nt of beginn1ng, AND EXCEPT the east 20 feet of the northwest quart.er of the southwest quarter of ~aid Section 23, lying southerly of the Renton~ Maple Valley H~gh~ay, as conveyed to King County by deed recorded und~r Recording Numbez 251237, AND EXCEPT that portion as deeded to King County by Recording Number 9001041071, AND EXCEP'r that portion conveyed to the St--atc of Washington by Recording Number 9303212386. END OP SCHEDULE A NOTE FOR INFORMATIONAL-PUFPOSBS ONLY• The following may be used as an abbreviated legal de2crip~1on on the documents to .be recorded, pe~ amended RCH 65 04 Said abbre~:i.ated legal description is not a substitute for a complete legal description Wl.th.1n the body of the doc-ument SW 23-23-05 20030815001494.005 20040426002198.001 Return Address: Cedar River Water and Sewer Dist. PO Box 1040 1111111111111111 Maple Valley, WA 98038 20040426002198 CEDllR RIVER ESIS 28 00 PAGE001 OF 008 0412a1:zee4 1e 22 KING COUNTY, 11A J>i....~r1ntoctyp<lnfonmtlon WASHINGTON STATE RECORDER 'S Sh Cover eet "'CW 65 04) Document Title(s) (or transactions cootamed thorem) (,II .,.as •Jlllbcahle to )')Uroocument mnst be filled m) J Water Easement 2 3 4 Reference Number(s) of Documents assigned or released: Addiuonal reference #'son page __ of document Grantor(s) (Last name, first name, m111als) 1 New Life Church at Renton 2 Add,uonal names on pag,, __ ofdocumeut Grantee(s) (Last name first, then .first name aod unttals) 1 G!ldai:: River Water and Sewer Dyatrict 2 Additional names on page __ of document Legal description (abbreviated i e lot, block, plat or soction, township, range) poi:;t~Ol'.l of tbe West l l2 of the Soutb:r.zest 1 ta of Sec 2 3, I23N., R5 E, WM, King County, WA Addittonal legal 1s on page __ of document Assessor's Property Tax ParceUAccount Number D Assessor Tax # not yet assigned 232305 9021 The Auditor/Recorder will rely on 1he information provided on the furm The statfw!ll not read the document to ventvthe accura= or co~nteteness of the mde,ane mformabon =ovtded herem. I am requestmg an emergency nonstandard recordmg for an additional fee as provided m RCW 36 18 010 I understand that the recordmg processing requirements may cover up or otherwise obscure some part of the text of the ongmal document _______________________ Signature ofRequestmg Party E z::s~ TAX NOT REQUIRED ~~J c~o;lon ,Depul'J ·, • •. FORM C4 • CORPORATE/PARTNERSHIP WATER EASEMENTO Rf GIN AL NAME OF PROJECT NEW LIFE CHURCH 20040426002198.002 The undersigned GRANTOR, New Life Church at Renton, a Non-Profit Corporation and ,ts successors, and assigns ('GRANTOR"), for and m cons,derahon of the sum of One Dollar ($1 00) and olher valuable cons1derat1on, lhe receipt of which 1s hereby acknowledged, hereby conveys and grants lo CEDAR RIVER WATER AND SEWER DISTRICT of King County, Wash1nglon, a municipal corporallon, and ,ts successors and assigns ("DISTRICT") a perpelual non-exclusive (unless olherwise slated) easement for lhe mstallahon, operation, maintenance, replacement and repa,r of water system fac1ht1es located under, across, along, m and over the following described real property ("Property") localed 1n King County, Washington Legal Descnpllon of GRANTOR'S entire parcel ("Property 1s attached hereto as Exhibit "A1~ which 1s incorporated by reference Legal Descnpbon of lhe easement granted herein, 1s attached hereto as Exhibit '1B'1 which 1s incorporated by reference A graphic representation of the easement 1s attached hereto as Exhibit "C" which 1s incorporated by reference GRANTEE shall also have the right of access over the property to the area of the easement GRANTOR understands Iha! the descnphons described in Exhibits "B" and "C" attached hereto may vary from lhe actual location of DISTRICT'S water system fac1ht1es If the actual locatmn of any of such fac,hhes are materially different than as descnbed herein. DISTRICT shaN prepare amendments to the appropnale exh1b1t hereto and GRANTOR shall prompl!y execute and deh11er lo DISTRICT a modlficat,on lo th,s easement conta,mng such amendments without requmng payment of add1t1onal cons1derat10n Such mod1f1cahon shall be recorded and shall modify this easement This easement 1s necessary in order that DISTRICT may install or lake possession of water system facilities as and when needed to furnish water service to property w1th1n and wrthout DISTRICT boundanes, and for such purpose, DISTRICT may, at such time as DISTRICT determines 11 necessary to do so, install, construct, ma1nta1n, operate, repa.-, and/or remove and replace and make add1t1ons to water system facthlles located on said easement DISTRICT agrees that when such work commences, ,t shall be performed continuously and completed 1n a reasonable lime and with reasonable dispatch, taking into account the nature of such work, and DISTRICT agrees that upon complel1on of such work, the surface of such easement shall be restored and replaced to a cond1t1on substanhally equal to that before the Work was commenced, lo the extent that 1! 1s practicable to do so, which shall include replacement of shrubs and s1m1lar plantings The GRANTOR shall have the right to use the surface of said easement area so long as GRANTOR'S use does not interfere wrth the work of repa1mg, and/or removing, and replacing and adding to the water system fac1h!ies and appurtenances, provided that no permanent building or structure of any kmd shall be erected on said easement Landscaping w1th1n lhe easement areas shall be restricted to low growing plants and shrubs, (3 foot maximum height,) and grasses The construction and 1nstallat1on of asphalt and/or concrete parkmg surfaces by GRANTOR shall be a C4-l • 20040426002198.003 penn11ted use GRANTOR agrees that no d1ggmg or other construction shall occur on the Property which would disturb or endanger DISTRICTS water system fac1hlles 1nciud1ng the compactron of earth around such fac,hoes This easement shall be a covenant running with the land and shall be b1nd1ng upon and inure to the benefit of the parties and the,r successors and assigns ( 7 IN WITNESS WHEREOF, said GRANTOR has caused this instrument to be executed this --~ day of---~--c \.; ___ , 2004 GRANTOR NEW LIFE CHURCH AT RENTON, a Non-Profit Corporation By C4-2 .• STATE OF WASHINGTON COUNTY OF KING ) ) ss ) 20040426002198.004 On this~ day of ~ , 2004: before me, the unders,gned, a Notary Publlc ,n and for the State of Washmgton, duly comm,ss,aned and sworn, personally appeared l..fl1Y\ t+l..l-t _ --~o me known to be the Adm!411S~f _ ~ ~ t+,e I-low Uk C "'that executed the foregomg mstrument to be the free and voluntary act and deed of said , for the uses and purposes therem mentioned, and on oath stated that he ts authonzed to execute the satd mstrumenl IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal, the day and year first written above res,d,ng at C4--3 20040426002198.005 EXHIBIT "A" LEGAL DESCRIPTION THAT PORTION OF THE WEST ONE-HALF OF THE SOUTHWEST ONE-QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM, KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE SOUTH MARGIN OF THE RENTON- MAPLE VALLEY HIGHWAY, EXCEYf THAT PORTION OF SAID ONE-HALF DESCRIBED AS FOLLOWS BEGINNING AT THE INTERSECTION OF THE WEST !.!NE OF SAID SECTION 23 WITH THE SOUTH MARGIN OF SAID HIGHWAY, THENCE SOUTH 75°42'00"EAST ALONG SAID MARGIN, 390 27 FEET TO AN EXISTING FENCE, THENCE SOUTH 13°01'15"WEST ALONG SAID FENCE 1010 22 FEET, THENCE NORTH 75°42'00"WEST 139 00 FEET, THENCE SOUTH J3°42'00"WEST 274 24 FEET TO THE WEST LINE OF SAID SECTION 23, THENCE NORTH 02°08' 1 S"EAST ALONG SAID WEST LINE 1313 66 FEET TO THE POINT OF BEGINNING, AND EXCEPT THE EAST 20 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23, LYING SOUTHERLY OF THE RENTON- MAPLE VALLEY IDGHWAY AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO 251237, AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY RECORDING NO 9303312386, SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON CONTAINING 56 38 ACRES • 20040426002198.006 EXHIBIT "B" W ATERL!NE EASEMENT STRIPS OF LAND l 5 00 FEET IN WIDTH OVER, ACROSS AND UNDER THAT PORTION OF THE WEST HALF OF 11!E SO\ITHWEST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM , LYING 7 50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLJNES COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 23, THENCE SOUTH 86"42'00"EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER A DISTANCE OF 12&8 33 FEET TO THE EAST LINEOF SAID WEST HALF, THENCE SOUTI! Ol 0 45'54"WEST ALONG SAID EAST LINE A DISTANCE OF 1137 49 FEET TO A POINT WHICH BEARS SOUTH 88°14'06" EAST AT RIGHT ANGLES, 49 82 FEET FROM THE POINT OF BEGINNING, THENCE SOUTH 03°28'03"WEST, 110 l l FEET, THENCE SOUTH 02"04'40"WEST, 239 14 FEET, THENCE NORTH 87°39'43"WEST, 81 38 FEET TO A POINT HEREINAFTER REFERED TO AS POJNT "A", THENCE NORTH 88°24'40"WEST, 108 98 FEET TO A POINT HEREINAFTER REFERED TO AS POlNT "B", THENCE NORTH 88°24'40"WEST, 7 58 FEET TO A POINT HEREINAFTER REFERED TO AS POINT "C", THENCE NORTH 88°24'40"WEST, 42 20 FEET TO A POINT HEREINAFTER REFERED TO AS POINT "D", THENCE NORTH 88°2 l '36"WEST, 194 61 FEET TO A POJNT HEREINAFTER REFERED TO AS POINT "E", THENCE NORTH 89°48'3 l "WEST, 122 70 FEET TO A POJNT HEREINAFTER REFERED TO AS POJNT "F", THENCE NORTH 04°58'10"WEST, 183 44 FEET, THENCE NORTH 04"43'54"EAST, 67 29 FEET, THENCE NORTII 7!°24'22"WEST, 124 43 FEET; THENCE NORTH 77"!9'19"WEST, 316 41 FEET TO THE WEST LJNE OF PARCEL AS DESCRIBED IN W ASHJNGTON DEED OF TRUST RECORDING NUMBER 20020703000774 AND THE TERMJNUS OF THIS CENTERLINE DESCRIPTJON, ALSO FROM THE HEREINBEFORE DESIGNATED POINT "A", THENCE SOUTH 03°44'19"WEST, 61 66 FEET, THENCE SOUTH 89"56'00"EAST, 72 00 FEET TO A POINT HEREINAFTER REFERED TO AS POINT "G", THENCE CONTINUING SOUTH 119"56'00"EAST, S 22 FEET, TilENCE SOUTH 03"22'40"WEST, SO 41 FEET, THENCE SOUTH OI 0 l5'22"EAST, 39 52 FEET, THENCE SOUTH 02°03'08"WEST, 44 96 FEET, THENCE SOUTH 87"25'24"EAST, 50 59 FEET TO A POINT LYING 7 50 FEET WEST OF THE EAST LINE OF SAID WEST HALF, THENCE SOUTH 01°4S'54"WEST ALONG A LINE PARALLEL TO SAID EAST LINE, 116 39 FEET, THENCE SOUTH 79°43' IO"WEST, 53 52 FEET TO THE TERMINUS OF THIS CENTERUNE DESCRIPTION, ALSO FROM THE HEREINBEFORE DESIGNATED POINT "G", THENCE NORTH 00°04'00"EAST, 15 00 FEET, THENCE NORTH 89°56'00"WEST, 20 51 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION, ALSO FROM T!IE HEREINBEFORE DESIGNATED POINT "B", THENCE NORTH 03°54'58"EAST, 31 49 FEET, THENCE NORTH 82°55'53"WEST, 12 54 FEET TO THE TERMINUS OF nns CENTERLINE DESCRIPTION, ALSO FROM THE HEREINBEFORE DESIGNATED POINT "C", THENCE SOUTH 02°19'45"EAST, 6 84 FEET, THENCE SOUTH 17°53 '07"EAST, 16 15 FEET, THENCE SOUTH 25°49'42"EAST, 21 07 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION, ALSO FROM THE HEREINBEFORE DESIGNATED POINT "D", THENCE sourn 03°28'3 I "WEST, 24 82 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION, ALSO FROM THE HEREINBEFORE DESIGNATED POINT "E", THENCE NORTH 00°39'38"EAST, 29 18 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRJPTION, ALSO FROM THE IIEREINBEFORE DESIGNATED POINT "F", THENCE SOUTH 02°03'44"EAST, 126 99 FEET, THENCE SOUTH 01°34'37"WEST, 121 02 FEET, THENCE SOUTH 41°58'29"EAST, 88 70 FEET, THENCE NORTH 4&°20'06"EAST, 27 19 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION ALL srruA TE IN TI.!E COUNTY OF KING, STATE OF WASHINGTON 20040426002198.007 THE CENTERLINE DESCRIPTIONS HEREIN ARE INTENDED TO COINCIDE WITH THE CENTERLINE OF THE PIPE AS CONSTRUCTED AND/OR ITS EXTENSIONS AND SAID DESCRIPTIONS SHALL REVERT TO THE CENTERLINE OF THE PIPE AS CONSTRUCTED THE SIDELINES OF SAID EASEMENTS SHALL BE SHORTENED OR LENGTHENED SO AS TO COMMENCE AND TERMINATE UPON THEMSEL VED IN THE MARGINS AND PROPERTY LINES STATED IN THE CORRESPONDING CENTERLINE DESCRIPTIONS Prepared by David R Fulton, P L S Penhallegon Associates December 2, 2003 JobNo 03641 10 • "' • ~ e C , • ' . 20040426002198.008 EXHIBIT vc• WATERLINE EASEMENT 2002 b 23 ---------sas·42·00T ::r_LJ -1288-JY-___ N _ LJ~E or SW 1/4 SEC 23 ~ - I - I I SCALE 1· 250' ----_:r--· ? - t -I --...... -......__ -& "' .. .. "' ~,~ ::r:... TAX PARCEL NO 232305 9021 r 1. II f I _J ~ ~ C, C, I if) C, I ... "' I ' ~ " 0 "' <:, --~-"-"' POB ..J 0 <( 0 PT F :x: "' "' 0, "' ~ ~ ~ ... 0 w z PT C ::J w PT G 7 50' J Engmeermg Planning Surveying Penhal/egon Associates Consulting Engineers, Inc. 750 Sixth Street South Kirkland, WA 98033 PH ('4-25) 827-2014 1-800-9.f.5-e-408 Klrklud SNlll• 3641-ESMNT DWG DATE 12 02 03 www pocttingnJ com FAX (-f25) .627-50,4.J Pc,rUMJd PROJ NO 03641 10 ; 20040824000412.001 .-~ ; • • This instrument prepared by and after recording return to SUSAN SIS_!l_QN ---------11111111111111111 20040824002'~12 u~s . __ Bl\NK~N~-~A~-~---------- __ C_OLLATERAL DEPARTMENT P. _O. _BOX 5308 PORTLAND, OR 97228-5308 0608760918 US BANK MDT ?AGE00l OF 005 06/24/2004 09:az KING COUNTY, IJ AMENDMENT TO WASHINGTON DEED OF TRUST Granlor(s) NEW LIFE CHURCH @ RENTON FKA RENTON ASSEMBLY OF 0 G~O~D.._ ________ _ Grantees U.S. BANK N .A., as Beneficia U.S. ~ANK TRUST COMPANY, __ lf.A., as Trustee, ___________ _ Legal Descnpllon PORTION OF SW 23 23N OSE ____ {Add111onal below) Assessors Tax Parcel or Accoun1 Number-~2'"3,_2.__,,_3_,,o~s._..9"0"2'"1"------------------ Reference Number of documents assrgned or released 20020703000774 --- This Amendment to Deed of Trust, (the ·Amendmenf'), ,s made and entered tnto by the undersigned borrower(s), guarantor(s) and/or other obhgor(s)/pfedgor(s) (coll~chvelythe "Granto~) and u. s. BANK N .A. -------~-------_ ,_ (the "Benef1clary")as of the dale set forth below RECITALS A The Grantor (or the Grantor's predecessor 1n interest, rt' different from the undersigned Granter) execuled a deed of trusl (the "Deed of Trustj, dated JUNE 27, 2002 The nland• (defined 1n the Deed of Trust) subJect to the Deed of Trust 1s described as follows (or 1n Exh1b1t A hereto 1f the descrrplton does not appear below) THE REAL PROPERTY IS TITLED IN: NEW LIFE CHURCH@ RENTON FKA RENTON ASSEMBLY OF GOD THE REAL PROPERTY IS MORE COMMONLY KNOWN AS: 15711 152ND AVENUE S.E • ., RENTON, WA 98058 AND IS MORE FULLY DESCRIBED ON ATTACHED EXHIBIT A WHICH BY REFERENCE IS INCORPORATED HEREIN AND MADE A PART HERETO B The Deed of Trust was recorded tn lhe office of the County Audilor for ~K=I~NG~--------County, Washington, on JULY 3. 2002 , as Reference No __ :l!!l!..2_0703000774 C The Grantorhas requested that the Beneflc1aryperm1t certain mod:f1cat1ons 10 the Deed of Trust as described below D The Benehc,ary has agreed to such modifications, but only upon the terms and condrtions outlined in this Amendment TERMS OF AGREEMENT In consideration of the recitals and mutual covenants contamad heretn, and lor other good and valuable cons1derat1on, the Granter and the Beneficiary agree as follows 3501 DWA gus bancorp 2001 B1 Page 1 014 10/03 .. 20040824000,412.002 1 [RI Change m Note/Secured Amount dated 06/10/03 $1,000,000.00 If checked here, the phrase m the Deed of Trust 'a note or notes in the mrt1al pr1oc1pal amount(s) of • ,s hereby amended and replaced with the phrase "note(s) dated or amended as of 07 /27 /04 ---------------_____ m the pnnc1pal amounl(s) of$ 1_. 000, Q DO • OQ .. ____ _ __________ • Hereallerthe Deed of Trust shall secure the payment of any amounls advanced from time to lime by the Beneficraryto Grantorunder the Note, as defined in this Amendment (or previously advanced under the onginal note}, or any of the olher Loan Documents 2 Matuntyof Deed of Trust Any reference in the Deed of Trustto a maturity date of the Deed of Trust ,s hereby deleted, 1t bemg the intent of the parties hereto that the Deed of Trust have no stated maturity date This does not affect matunty of lhe Obllgat1ons under the Loan Documents 3 Add1t1ona1Terms. ANY PROVISIONS OF THE NOTE PERMITTING LOAN PROCEEDS TO BE REPAID AND READVANCED FROM TIME TO TIME ARE HEREBY DELETED, AND FROM AND AFTER THE DATE OF THE AMENDMEN'I' THERE WILL BE NO FURTUER ADVANCES OF LOAN PROCEEDS UNDER THE NOTE, 4 Fees and Expenses. The Grantorw1!1 pay all fees and expenses (1nclud1ng attorneys' fees) m connection with the preparation, execution and recordtng of this Amendment 5 Effectiveness of Prior Document. Except as provided m this Amendment, all terms and cond1t1ons contained 1n the Deed of Trust remarn 1n full force and effect 1n accordance with their terms, including any relerencetn the Deed of Trust to future credit secured by the Deed of Trust, and nothing herein will affect lhe pnonty of the Deed of Trust All warrant1esand represcntahonsconta1ned 111 the Deed of Trust are hereby reconfirmed as of the date hereof All collateral previously provided to secure the Note continues as secunty, and all guaranties guaranteeing obhgahons under the Note remalf'l m fuU force and effecl This 1s an amendment, not a novat1on 6 No Waiver of Defaults, Warranties This Amendment shall not be construed as or be deemed to be a warvcr by the Benehcmry of ex1stmg defaults by the Grantor whether known or undiscovered All agreements, representa~ !tons and warranties made herein shall survive the execullon of this Amendment 7 Counterparts .. This Amendment may be signed in any number ol counterparts, each of which will be considered an original, but when taken together will constitute one document 8 Authorization. The Grantor represents and warrants that the execution, dehvery and performance of lh1s Amendment and the documents referenced to herein are within the orgamzat1onal powers (as appbcable} of the Grantor and have been duly au1honzed by all necessary orgamzat,onal action ORAL AGREEMENTS OR ORALCOMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW IN WlTNESSWHEAEOF ,the undersigned has/have executed thas Deed of Trust as of JOLY----11__.,~_2~0~0~4~-- NEW LIFE C~URCH@ RENTON (Individual Gtantor) Granlor Name (Organizalaon) a w s Pnnled Name ______ ___,N,,_L_. ___ _ (lnd1vJdual Grantor) Printed Name ______ ____,N,.,__,A.,___ ____ . [BENEFICIARY SIGNATURE ON NEXT PAGE] 3501DWA Page.2 or 4 • ' U.S. BANK N.A. :nef1etaty (Bank) ~ ~S~ SUSAN SISSON Name and TIii• VICE PRESIDENT GRANTOR NOTARIZATION (Acknowledgment In Individual Capacity) STATE OF __ ··-----i ss COUNTY OF ------ I certify that I know or have sahsractory evidence that.._____ __ _ NA [Name(s) ol Person(s)J 20040824000412 .003 is/are the person(.s) who appeared before me, and said person{s) acknowledged lhat he/she/they signed this 1nstrumentand acknowledged 1t to be his/her/thetr free and voluntary act 1or lhe uses and purposes ment,oned in the inslrumont Dated (Seal or Slamp) ,,, Pnnted Name ________________ _ Title --------- My appointment expires ___ • -----~~"--'---· . ' ' ·~' ' ,, (Acknowledgment m Representative Capacity) Don fhff~ sjOTPeison(s)J 1s/are th person(s) who appeared before me. and said person(s) acknowledged that he/she/they signed 1h1s :~:~~fh£1e[);;7e))t:fj,"j;~onzad to execute the nstrument and acknowledged rt as ' (Type ol authority, e g , off,cer, trustee. etc) or NEW LIFE CHURCH@ RENTON (Name Of party on behalf of whom instrument was executed) to be the free and volunlary act of such party for the uses and purposes mentioned in the mslrument Dated Ju,ui ? ', 2004' (Seal or Stamp) g~ ~tu:t --1Pla1:j £ Ji/1 l {.,[ ,j Title ~)oftt-nf My app;,mlment expires _1.t_Z~tJ_,.l~tJ~I,,~-------7 , [BENEFICIARY NOTARIZATION ON NEXT PAGE] 35010WA Page3of4 .. ; 20040824000412.004 BENEFICIARY NOTARIZATION STATEOF\N~ .• COUNTYOF i . I certify that I know or have satisfactory evidence that SUSAN SISSON -lName{s) of Person(s}J is/are the person(s) who appeared before me, and said person(s) acknowledged that he/she/they signed this instrument. on oath stated that he/she/they was/were autlloriz:ed to execute the instrument and acknowledged 1t as the VICE PRESIDENT {fype of au!honty: e g, ottJCer, trus1ee, elc) of ~s. BANK N.A. (Name ol party on behaH of whom mstrumerlfWas execu1ed) to be the free and voluntary act of such party for the uses and purposes mentioned in the mslrument Dated =/-:/2.9/01{ . . (Seal or Stamp) Title My appointment expires -"""JL--'-+-~LL--------- 3501DWA Page 4 cf4 20040824000412.005 Order No 10042765 EXHIBIT A THAT PORTION OF THE WEST HALF OF THE SOUTHWEST 1/4 OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W, M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE SOUTH MARGIN OF THE RENTON-MAPLE VALLEY HIGHWAY; EXCEPT THAT PORTION OF SAID WEST HALF, DESCRIBED AS FOLLOWS· BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID SECTION 23, WITH THE SOUTH MARGIN OF SAID HIGHWAY, THENCE SOUTH 75°42'00" EAST ALONG SAID MARGIN 390 27 FEET TO AN EXISTING FENCE; THENCE SOUTH 13°01'15" WEST ALONG SAID FENCE, 1,010 22 FEET, THENCE NORTH 75°42'00" WEST, 139 00 FEET, THENCE SOUTH 13°42'00" WEST 274.24 FEET TO THE WEST LINE OF SAID SECTION 23; THENCE NORTH 02°08'15" EAST ALONG SAID WEST LINE, 1,313.66 FEET TO THE POINT OF BEGINNING, AND EXCEPT THE EAST 20 FEET OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 23, LYING SOUTHERLY OF THE RENTON-MAPLE VALLEY HIGHWAY AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO 251237, AND EXCEPT THAT PORTION AS DEEDED TO KING COUNTY BY RECORDING NO 9001041071; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY RECORDING NO. 9303312386; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON " ,·. • < ' ' After Recording Return to, Attention, Loon Servicing Team Leader A/G Loon Services PO Box 1867 Springfield MO 65801-1867 Deed Of Trust Loan Number: 20041201 001530.001 THIS DEED OF TRUST, made this 29"' day of November, 2004, between NEW LIFE CHURCH @RENTON, a WA~orporation, whose address is 1571 l-152nd Avenue SE, Renton, WA 98358, hereinafter called "GRANTOR", RANDALLKBARTON, whose mailing address is PO Box 1867, Springfield, MO 65801-1867, hereinafter called "TRUSTEE", and ASSEMBLIES OF GOD FINANCIAL SERVICES GROUP, a Missouri not for profit corporation, hereinafter called "BENEFICIARY". The mailing address for the B<;(leficiary is PO Box 1867, Springfield MO 65801-1867. 4<· =•·t--p "'"H- WITNESSETH: That Granter does hereby irrevocably GRANT, BARGAIN, SELL AND CONVEY TO TRUSTEE IN TRUST, WITH POWER OF SALE, that property in the County of King, State of WA, described as follows: See attached Schedule A. (Hexejn refer,<J to as "property'')· p ftbb,.. ~c....e: \).J l/L, S \,,l .S 2.3 T2.3~ L$ ~ -cu-.J2'4t= 2.32ic:;[2i TOGETHER WJTH all the tenements, hereditaments and appurtenances now or hereafter thereunto belonging or in anywise appertaining, and the rents, issues and profits thereof, SUBJECT, HOWEVER, to the right, power and authority hereinafter given to and conferred upon Beneficiary to collect and apply such rents, issues and profits; FOR THE PURPOSE OF SECURING: I. Performance of each agreement of grantor herein contained. • 20041201001530.002 2. Payment of the indebtedness evidenced by a Promissory Note, of even date herewith, and any extension or renewal thereof, in the principal sum of ONE MILLION EIGHT HUNDRED FORTY-FOUR THOUSAND FIVE HUNDRED DOLLARS ($1,844,500.00), payable to the Beneficiary or order and made by Grantor, the final payment of principal and interest thereof, if not sooner paid, to be finally due and payable on November 29, 2029. 3. To secure payment of all such further sums as may hereafter be loaned or advanced by the Beneficiary herein to the Gran tor herein, or any or either of them, while record owner of present interest. for any purpose, and any notes, drafts or other instruments representing such further loans, advances or expenditures together with interest on all such sums at the rate therein provided. Provided, however, that the making of such further loans, advances or expenditures shall be optional with the Beneficiary, and provided, further, that it is the express intention of the parties to this Deed of Trust that it shall stand as continuing security until paid for all such loans, advances or expenditures, together with interest thereon. A. To protect the security of this Deed of Trust Grantor agrees: I. To keep said property in good condition and repair; not to remove or demolish any building thereon; to complete or restore promptly and in good and workman like manner any building which may be constructed, damaged or destroyed thereon and to pay when due all claims for labor performed and materials furnished therefore; 2a_ Grantor shall bear the risk of loss of said property from all causes except any loss caused by Beneficiary or any agent of Beneficiary, and shall cause all of the insurable improvements on the real property described in this Deed of Trust to be insured against loss by fire, and other hazards, casualties, contingencies 1 and risks embraced within the term ''extended coverage'', in an amount not less than their full insurable value in company authorized to sell casualty insurance in the state where the herein described real property is located, approved by Beneficiary. Said policy of insurance shall include an endorsement insuring all of the parties to this Deed of Trust as their interest may appear under the terms of this Deed of Trust. Grantor shall maintain such insurance policy in full force and effect and shall pay an premiums due and owing on said insurance policy in full when they become due. All notices issued by the insurance company pertaining to any changes in insurance coverage under the insurance policy shall be sent to both Grantor and Beneficiary. Evidence of such insurance policy shall be delivered to the Beneficiary. Beneficiary shall have the right at any time to require Grantor to provide to Beneficiary a copy of such insurance policy, together with any amendments or additions to such insurance policy and evidence that all payments required to be made in order to maintain such insurance in full force and effect have been paid in full by Grantor. 2b. In the event of any Joss or destruction of the property described in this Deed of Trust by any insured cause, Grantor shall have the right to elect to use the insurance proceeds paid or payable to the parties to this Deed of Trust as a result of said insured loss, to repair or restore the damaged property, PROVIDED THAT and ON CONDJTION that, Grantor shall give Beneficiary written notice of Grantor's intent to so use such proceeds within thirty (30) days following the occurrence of such loss. The amount required to repair or restore such damage shall be taken first from that portion of the insurance proceeds that are payable to Grantor and the remainder, if any shall thereafter be taken from that portion of the insurance proceeds that are payable to Beneficiary. In the event that Grantor does not elect to repair or restore such damaged property or if the amount required or expended to repair or restore " • 20041201001530.003 such damage is less than the amount of the insurance proceeds paid or payable to the parties as a result of such loss, then and in that event all proceeds not used to repair or restore the damaged property shall be paid and applied to the balance due on the indebtedness secured hereby. 3. To appear in and defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trnstee; and to pay all costs and expenses, including cost of evidence of title and attorney's fees in a reasonable sum, in any such action or proceeding in which Beneficiary or Trustee may appear. 4. To pay: at least ten days before delinquency all taxes and assessments affecting said property, when due, aJI encumbrances, charges and Jiens, with interest, on said property or any part thereof, which appear to be prior or superior hereto: all costs, fees and expenses of this Trust. In addition to the payments due in accordance with the terms of the note hereby secured the Grantor shall at the option, and on demand of the Beneficiary, pay each month I/12th of the estimated armual taxes, assessments, insurance premiums, maintenance and other charges upon the property, nevertheless in trust for Grantor's use and benefit and for the payment by Beneficiary of any such items when due. Grantor's failure so to pay shall constitute default under this Trust. 5. To pay immediately and without demand all sums expended by Beneficiary or Trustee pursuant to the provisions hereof, with interest from date of expenditure at the rate stated on the note. 6. Should Grantor fail to make any payment or to do any act as herein provided, then Beneficiary or Trustee, but without obligation so to do and without notice to or demand upon Grantor and without releasing Grantor from any obligation hereof, Beneficiary or Trustee being authorized to enter upon said property for such purposes; appear in and defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee; pay, purchase, contest or compromise any encumbrance, charge or lien which in the judgment of either appears to be prior or superior hereto; and, in exercising any such powers, or in enforcing this Deed of Trust by judicial foreclosure, pay necessary expenses, employ counsel and pay his reasonable fees. B. It is mutually agreed that: I. Any award of damages in connection with any condemnation for public use of or injury to said property or any part thereof is hereby assigned and shall be paid to Beneficiary to be applied on any indebtedness secured hereby and after such indebtedness is paid in full any excess shall be paid to Grantor. · 2. By accepting payment of any sum secured hereby after its due date, Beneficiary does not waive his right either to require prompt payment when due of all other sums so secured or to declare default for failure so to pay. 3. At any time or from time to time~ without liability therefore and without noticet upon written request of Beneficiary and presentation of this Deed and said notes for endorsement, and without affecting the personal liability of any person for payment of the indebtedness secured hereby, Trustee may: re-convey all or any part of said property; consent to the making of any map or plat thereof; join in granting any easement thereon; or join in any extension agreement or any agreement subordinating the lien or charge hereof. 4. Upon written request of Beneficiary stating that all sums secured hereby have been paid, and upon surrender of this Deed and said Notes to Trustee for cancellation and retention and upon • 20041201001530.004 payment of its fees, Trustee shall re-convey, without warraoty, the property then held hereunder. The recitals in any re-conveyaoce executed under this Deed of Trust of any matters or facts shall be conclusive proof of the truthfulness thereof. The grantee in such re-conveyance may be described as "the person or persons legally entitled thereto." 5. As additional security, Grantor hereby gives to and confers upon Beneficiary the right, l •ower and authority, during the continuance of these Trusts, to collect the rents, issues and profits of said property, reserving unto Grantor the right, prior to any default by Granto!' in payment of any indebtedness secured hereby or in performance of any agreement hereunder, to collect and retain such rents, issues and profits as they become due and payable. Upon any such defaul~ Beneficiary may at any time without notice, either in person, by agent, or by a receiver to be appointed by a court, and without regard to the adequacy of any security for the indebtedness hereby secured, enter upon and take possession of said property or any part thereof, in his own name sue for or otherwise collect such rents, issues and profits, including those past due and unpaid, and apply the same, less costs and expenses of operation and collection, including reasonable attorney's fees, upon any indebtedness secured hereby, and in such order as Beneficiary may determine. The entering upon and taking possession of said property, the collection of such rents, issues aod profits and the application thereof as aforesaid, shall not cure or waive any default or notice of default hereunder or invalidate aoy act done pursuant to such notice. 6. ln the event of defaul~ if Beneficiary elects to foreclose on this Deed of Trust pursuant to state law, Beneficiary shall execute or cause the Trustee to execute a written notice of such default and of his election to cause to be sold the herein described property to satisfy the obligations hereof, and shall cause such notice to be recorded in the office of the recorder of each county wherein said real property or some pan thereof is situated. Notice of sale having been given as then required by law, and not less than the time then required by law having elapsed, Trustee, without demand on Grantor, shall sell said property at the time and place fixed by it in said notice of sale, either as a whole or in separate parcels and in such order as it may determine, at public auction to the highest bidder for cash in lawful money of the United States, payable at time of sale. Trustee shall deliver to the purchaser its deed conveying the property so sold, but without any covenant of warranty express or implied. The recitals in such deed of any matters or facts shall be conclusive proof of the truthfulness thereof. Any person, including the Beneficiary under the Deed of Trust, may purchase at such sale. After deducting all costs, fees and expenses of Trustee and of this Trust, including cost of evidence of title and reasonable counsel fees in connection with sale, Trustee shall apply the proceeds of sale to payments of: all sums expended under the terms hereof, not then repaid with accrued interest at the rate stated on the note; all other sums then secured hereby; and the remainder, if any, to the person or persons legally entitled thereto. 7. This Deed applies to, inures to tlie benefit of, and binds all parties hereto, their heirs, legatees, devisces, administrators, executors, successors and assigns. The tertn Be~eficiruy shaU mean the holder and owner of the note secured hereby; or, if the note has been pledged, the pledge thereof. In this deed, whenever the context so requires, the masculine gender includes the feminine and/or neuter, and the singular number includes the plural. 8. Trustee is not obligated to notify any party hereto of pending.sale under any other Deed of Trust or of any action or proceeding in which Grantor, Beneficiary or Trustee shall be a party unless brought by Trustee. 20041201001530.005 9. In the event of dissolution or resignation of the Trustee, the Beneficiary may substitute a trustee or trustees to execute the trust hereby created, and when any such suhstitution has been filed for record in the Office of the Recorder of the county in which the property herein described is situated, it shall be conclusive evidence of the appointment of such trustee or trustees, and such new trustee or trustees shall succeed to all of the powers and duties of the trustee or trustees named herein. 10. All remedies provided in this Deed of Trust are distinct and cumulative to any other right or remedy under this Deed of Trust afforded by law or equity, and may be exercised concurrently, independently or successively. 11. The granting of credit by Beneficiary is personal to Granter. In extending such credit to the Granter the Beneficiary has relied on Grantor 1 s credit reputation, Grantor's interest in the property described herein and intended use thereof~ and financial market conditions at the time this Deed of Trust is made. Based upon these considerations, and others, it is agreed that during the terru of this Deed of Trust, Grantor shall not be entitled to sell, encumber or convey the property described in this Deed of Trust or any part hereof or any equitable interest therein, nor shall Grantor be entitled to assign this Deed of Trust or any right, title or interest of Grantor herein, unless and until Grantor obtains the express written consent of Beneficiary. The granting of the express written consent by Beneficiary shall be and is a condition precedent to any sale, encumbrance, conveyance, or assignment, and any purported inter vivos saJe, encumbrance, conveyance or assignment by Grantor without such consent shall be void and shall constitute a default by Grantor and which default shall entitle Beneficiary to effect any and all remedies provided to Beneficiary under the terms of this Deed of Trust upon the default by Grantor, including, without limitation, the right to declare all sums secured by this Deed of Trust to be immediately due and payable. If Grantor desires to sell, convey, encumber or assign the property described in this Deed of Trust or any interest of Grantor in this Deed of Trust, Grantor shall submit a written request for such consent to Beneficiary together with such information, including without limitation, such credit information as Beneficiary shall deem necessary, and as will enable Beneficiary to evaluate the prospective Buyer, Grantee or Assignee. Beneficiary shall evaluate the prospective Buyer, Grantee, or Assignee~ and such person's credit, such person's interest in the property and its intended use thereof, and the financial market conditions then existing, as if Beneficiary were a that time selling the property described in this Deed of Trust. If, after making said evaluation, Beneficiary reasonably determines that Beneficiary may not receive prompt payment of any amounts due to Beneficiary which are secured by this Deed of Trust or that there is an unacceptable chance of some other default; or if Beneficiary does not receive the required information, such consent shall be denied. If Beneficiary determines that the prospective Buyer, Grantee, or Assignee, is an acceptable risk and otherwise qualifies, including in such qualification, without limitation, his credit record and ability to pay the amounts due to beneficiary which are secured by the terms of this Deed of Trust, his interest in the property, and his intended use thereof, Beneficiary shall consent to such sale, conveyance, or assignment. provided that, such consent shall be subject to the foJJowing conditions: (1) The prospective Buyer, Grantee, or Assignee shall assume full personal liability for payment and performance of the terms and conditions of this Deed of Trust and all obligations for indebtedness secured hereby: (2) Grautor shall not be released or excused from personal liability for payment or perform,ance of the terms and conditions of this Deed of Trust or any indebtedness or other obligation secured hereby; and 20041201001530.006 (3) Grantor shall pay all costs and expense, including without limitation, attorney's fees incurred by Beneficiary in connections wi1h or arising out of the request for consent, the evaluation of such request by Beneficiary, and all costs and expense, including, without limitations, any attorneys fees and escrow holder fees incurred to complete such sale, conveyance, or assignment. Request is hereby made that a copy of any Notice of Defaull and copy of any Notice of Sale hereunder be mailed to the Grantor at its address herein before set forth. WITNESS the following signatures and seals. NEW LIFE CHURCH@ RENTON 1571 I 152ND A VENUE SE RENTON, WA 98358 by--:::~:==<~~~~c!!:\,~::--~~~~~ Michael Durrett, Vice President ·, 20041201001530.007 STATE OF WA ) ) ss. COUNTY OF KING ) On thisk~ day o~~ , "';bo£, before me personally appeared Troy Jones, Don Hoffman, and Michael Durrett to me known to be the Pastor/President, Corporate Secretary, and Vice President of the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorjzed to execute said instrument and that the sea) affixed is the corporate seal of said corporation. In witness whereof, I have he first above written. 20041201001530 .006 SCHEDULE ''An LEGAL DESCRIPTION: That portion of the West half of the Southwest quarter of Section 23, Township 23 North, Range 5 East, W.M., in King County, Washington, lying Southerly of the South margin of the Renton-Maple Valley Highway; Except that portion of said West half, described as follows: Beginning at the intersection of the West line of said Section 23, with the South margin of said highway; Thence South 75°42'00" East, along said margin, 390.27 feet to an existing fence; Thence South 13°01'15" West, along said fence 1,010.22 feet; Thence North 75°42'00" West, 139.00 feet; Thence South 13°42'00'' West, 274.24 feet to the West line of said Section 23; Thence North 02°08'15" East, along said West line, 1,313.66 feet to the Point of Beginning; Also except any portton thereof lying within parcel of land conveyed to Louis A. Wohl man and Stella Wahlman, his wife, by deed recorded December 4, 1958 under Recording No. 4970773; Also except any portion thereof lying within parcel of land conveyed to Marion K. Davis by Real Estate Contract and Fulfillment deed recorded December 20, 1961 and December 2, 1964 under Recording Nos. 5366494 and 5817922; Also except the East 20 feet of the Northwest quarter of the Southwest quarter of said Section 23, lying Southerly of the Renton-Maple Valley highway, as conveyed to King County by deed recorded under Recording No. 251237; Also except that portion as deeded to King County for 152nd Avenue Southeast by King County Recording No. 9001041071; Also except the North 20 feet of the East 20 feet of the Southwest quarter of the Southwest quarter of said Section 23; Also except that portion as deeded to the State of Washington for SR 169 by King County Recording No. 9303312386. Associated Earth Sciences, Inc. October 30, 2008 Project No. KE980433A New Life Church ~@~~~ Cefe6mfiYIJ Over 231/oors of Service c/o Church Development Consultants P.O. Box 1526 Duvall, Washington 98019 Attention: Ms. Kathi Bresler Subject: Geotechnical Report Addendum City of Renton Planning Div1s1on JUL 1 Ii Z009 Rammed Aggregate Pier™, Bridge Foundations, and Southwest Rockery Renton New Life Church Building and Parking Lot Additions 15711 152•' Avenue SE Renton, Washington Dear Ms. Bresler: As requested, this letter presents our recommendations related to the planned change to a Rammed Aggregate Pier system for the new building foundation support, recommendations for foundation support of a new bridge across Madsen Creek, and recommendations for regrading and rockery construction near the southwest corner of the new building. Due to the change in foundation system, this addendum also includes a limited liquefaction analysis. This letter is a supplement to our comprehensive geotechnical engineering report for the project, dated August I, 2008, and should be used together with that report. Our "Site and Exploration Plan," and subsurface data for the project are included in our August l" report. Rammed Aggregate Piers We understand that the owner and design teams have selected an alternate foundation system using Rammed Aggregate Pier™ (RAP) elements installed by Geopier Foundation Company. RAP are formed by inserting a hollow mandrel to a specified depth. Crushed rock is then placed and compacted through the mandrel in thin lifts as the mandrel is withdrawn. The result is a column of compacted aggregate and compaction of soils surrounding the RAP. RAP are designed by the contractor who installs them and who determines RAP spacing, depth, and diameter to meet project goals. The exploration included in our August I, 2008 report can provide a basis for the Kirkland • Everett • Tacoma 425-827-7701 425-259-0522 253-722-2992 www.aesgeo.com design. Conventional shallow foundations are then constructed above the subgrade after RAP have been installed. For this project, if RAP are used, we recommend completing the excavation and fill placement recommended in the "Site Preparation" section of our August 1, 2008 report. RAP can then be installed. When RAP installation is complete, the building pad can be cleared of any drill cuttings and fine-graded with structural fill. Footings can then be constructed using standard shallow foundation design and construction methods. For planning purposes, we anticipate that shallow foundations above RAP could be designed with an allowable foundation soil bearing pressure of 3,000 pounds per square foot (psf). Foundation footings/keyways surrounded with structural fill or alluvium may be designed for passive resistance against lateral translation using an equivalent fluid equal to 250 pcf. The passive equivalent fluid pressure diagram begins at the top of the footing; however, total lateral resistance should be summed only over the depth of the actual key (truncated triangular diagram). Passive resistance values include a factor of safety equal to 3 in order to reduce the amount of movement necessary to generate passive resistance. The friction coefficient for structures cast directly on structural fill, as described in our August 1, 2008 report, may be taken as 0.30. This is an allowable value and includes a safety factor. The soil under the footings must be recompacted to 95 percent of the above-mentioned standard, as recommended in the "Site Preparation" section of our August 1, 2008 report, for this value to apply. If desired, RAP could also be used to support the building floor slab without the 1.5-foot-thick layer of structural fill recommended in the "Site Preparation" section of our August 1, 2008 report. Limited Liquefaction Analysis The previously planned augercast pile foundation system would have derived its support from dense soils at depth that are not susceptible to loss of strength due to liquefaction during a seismic event. For this project, RAP may not fully penetrate the lower density surficial soils. Installation of RAP results in significant ground improvement and can be used to mitigate liquefaction risks. Because the system does not necessarily derive its support from materials that are expected to be at low risk of liquefaction, we completed a limited liquefaction analysis. Since grain size analyses were not completed at the time the explorations were completed, we have estimated the fines contents of subsurface materials to construct our liquefaction model. The grain size analysis estimates we made were conservative, in that we assumed fines content at the low end of the range based on the visual descriptions included on the exploration logs. This limited liquefaction analysis is intended to represent the "worst case" conditions since it does not incorporate increases in density of the support soils that are expected as a result of installation of the RAP foundation system. The finished building will be subject to lower liquefaction induced settlement risk than this worst case scenario. We modeled liquefaction potential using the computer program Liquefy Pro. We input subsurface density data from our exploration boring EB-3, and estimated the fines contents of subsurface materials. We used a peak acceleration of O. 36g, calculated in accordance with 2006 International Building Code (IBC) 1802.2.7. The results of the analysis are attached with this letter, and 2 indicate that settlement of up to about 8 inches could occur during a design level seismic event. Differential settlement potential is usually considered to be half of the total settlement. In our opinion, the proposed RAP foundation system will result in substantial densification of the subsurface materials under the building footprint, and will substantially reduce the settlement potential. We recommend that the RAP designer include potential seismic and liquefaction effects in the RAP design analysis. Bridge Foundation Recommendations We understand that a new bridge is planned to span Madsen Creek, which crosses the site from south to north and separates the existing parking lot and building from additional Church property to the west. The new bridge will be a prefabricated structure that will be set into place after the foundation system has been constructed. We have previously completed subsurface explorations on the existing parking and planned building areas, and also in the area west of Madsen Creek. The following recommendations are based on the subsurface data that are currently available. We recommend that the proposed bridge be supported on a foundation system that uses either Rammed Aggregate Pier™ or small diameter "Pin" piles. A discussion of RAP was provided earlier in this letter and may be applied to the bridge foundations. Pin piles are discussed below. We anticipate that the bridge foundation system will require lateral support derived primarily from base friction and passive resistance against shallow foundations or pile caps. Foundation footings/keyways surrounded with structural fill or alluvium may be designed for passive resistance against lateral translation using an equivalent fluid equal to 250 pcf. The passive equivalent fluid pressure diagram begins at the top of the footing; however, total lateral resistance should be summed only over the depth of the actual key (truncated triangular diagram). Passive resistance values include a factor of safety equal to 3 in order to reduce the amount of movement necessary to generate passive resistance. The friction coefficient for structures cast directly on structural fill, as described in our August 1, 2008 report, may be taken as 0.30. This is an allowable value and includes a safety factor. The soil under the footings must be recompacted to 95 percent of the above-mentioned standard, as recommended in the "Site Preparation" section of our August 1, 2008 report, for this value to apply. Bridge Foundation Pin Pile Support Bridge foundations can be supported by small-diameter pipe piles referred to as "pin piles". Pin piles consist of steel pipes driven into the soil below the footing to be supported using a hydraulic impact hammer. A system of pile caps and grade beams is then constructed above the piles. The following paragraphs present our recommendations for pin pile installation and allowable load capacities. These values are typically used by the structural engineer, who then determines the number, spacing, and locations of pin piles required to support the foundations. Pin piles for this project should consist of 4-inch-diameter, galvanized, Schedule 80 steel pipe. The pipes should be driven with a hydraulic impact hammer that provides a known driving energy 3 to the pile. The piles should be driven until refusal penetration criteria are achieved. Refusal criteria are based on the type of driving equipment used, and should be determined by the contractor and approved by the geotechnical engineer. If doubt exists as to the pile capacity, pile load tests should be performed at the recommendation of the geotechnical engineer. If multiple pipe sections are required, the pipes should be joined with an extension pin inside the pipe, and/or a sleeve on the outside. If uplift forces are expected to be placed on the piles at any time, the connections should also be securely welded. It should be noted that the uplift capacity of pin piles is typically not significant, and is not used for design. Pin piles installed as described should be attributed an allowable axial compressive capacity of 10,000 pounds per pile. Piles may be battered up to 15 degrees to develop lateral capacity. Battered piles inclined up to 15 degrees should be designed with an allowable axial compressive capacity equal to that used for vertical piles. Although vertical pin piles can provide small uplift and lateral capacities, we recommend that these contributions be neglected in designing the new foundation system. The structural engineer should provide pile spacing, locations, splicing details, foundation connection details, and any other structural design recommendations that are needed. It should be noted that some local pin pile contractors have the ability to install pin piles with higher axial compressive capacity. For this project, we anticipate that the 10,000 pound capacity piles recommended above will be adequate. If higher capacities are needed, we should be allowed to offer situation-specific recommendations. Axial compressive capacities up to 15,000 pounds are possible depending on the materials and installation equipment used. Since pin piles are driven until specific refusal criteria are achieved, rather than to a specific depth, accurate estimation of pile lengths is not possible. Based on the conditions observed in our exploration borings for this project, we anticipate that penetration depths in excess of 40 feet will be needed to meet refusal criteria. We recommend that we be allowed to observe pile installation to confirm that our recommendations have been implemented and to verify that appropriate installation procedures are used. The City of Renton might require such special inspections as a condition of permitting. Regrading and Rockery Construction Southwest of Building The current proposal includes regrading and construction of a rockery around the south and west sides of the planned new building. The proposed configuration is depicted on the Grading and Storm Drainage Plan, Sheet C7, revision dated October 28, 2008. The rockery will face a cut into native soils, and will range up to 5 feet tall in exposed height. The proposed configuration is acceptable in our opinion. The rockery should be constructed in a manner acceptable to the City of Renton. We were unable to find City of Renton rockery design standards. In absence of specific standards from the City of Renton, we recommend that the rockery be constructed in accordance with King County rockery standards for rockeries facing cut sections, King County Road Design and Construction Standards Figure 5-003. A copy of the referenced figure is attached with this letter. 4 It has been our pleasure to be of continued service to you on this project. If you have any questions regarding this letter or other aspects of the project, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington BruceW. Guenzler, P.E.G. Project Geologist Attachments: Liquefaction Analysis Results Kurt D. Merriman, P.E. Principal Engineer King County Road Design and Construction Standards Figure 5-003 cc: Barghausen Consulting Engineers, Inc. rherron@barghausen.com BWG/tb KE980433A9 Projects\19980433\KE\ WP 5 ~ ' ~ ~ " u ! ii => • 1 0 "' ~ ; u £ f; & ~ LIQUEFACTION ANALYSIS Renton New Life Church Addition Hole No.=EB-3 Water Depth=16 ft Sutface Elev.=Approx. 126 Magnitude=7 Acceleration=0.36g Shear Stress Ratio Factor of Safety Settlement (fl} 0 2 0 1 5 O(in.) 10 0 ~-------------_:; / 10 20 30 fs=1 40 CRR-CSR~ Shaded Zane has Liquefaction Potential 50 60 70 CivilTech Corporation ' I ! ' ! ' I I I ! I I I I I I \ Wot-Dry- s:!: 7.94 in. KE980433A Soil Description Fill Alluvium Alluvium Alluvium '?j' 0 Undifferentiated <.::, ·~: Plate A-1 ~ © CHAIN LINK FENCE------. 12" MIN. THICKNESS OF 2" -4" QUARRY SPALLS -----~ GRAVEL BACKFILL FOR PERFORATED PIPE 6" MIN. --~r NON-WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE@ NOTES: 1. SEE SEC. 5.01. KEYWAY 4'-6" PAY LIMITS EXCAVATION ONLY @ WSDOT/APWA 9-03.12[4) SIDEWALK@ I}) FACE OF ROCKERY OR RETAINING WALL MUST BE A MIN. OF 10 FT, FROM TRAVELED WAY IF ROCKERY OR RETAINING WALL IS BEHIND ROLLED CURB OR ON A RURAL SECTION. e .... i'5 G:i :r >- 0: w "' u 0 0: @ CHAIN LINK FENCE, TYPE ND. 4 OR 6 (WSDOT/APWA STANDARD), REQUIRED WHEN ROCKERY HEIGHT IS 18 IN, OR GREATER. @ WSDOT/APWA STANDARD SPECIFICATION SECTION 9-33 6. THE ROCK FACING FOUNDATION AND/OR KEYWAY IS TO BE CLEARED OF ORGANIC MATTER AND DEBRIS AND THE UNDERLYING MINERAL SOIL COMPACTED TO A MINIMUM 95% OF THE MAXIMUM DRY DENSITY. Department or Transportation Road Services Division ROCK FACING, CUT SECTION KJng county 2007 Design and construction Standards FIG. 5-003 5-15 Geotechnical Engineering Water Resources Environmental Assessments and Remediation Sustainable Development Services Geologic Assessments JUL I l:; /r····., 1_-.• c1,Js iRr ff£ cc !Fi'O \\!/ffI © Associated Earth Sciences, Inc. C'8!6br/lll"!j' ij '0;/lrf q/Jt11Wt18 Subsurface Exploration and Final Geotechnical Engineering Report RENTON NEW LIFE CHURCH BUILDING AND PARKING LOT ADDITIONS King County, Washington Prepared for Renton New Life Church c/o Church Development Consultants, Inc. Project No. KE980433A August I, 2008 Associated Earth Sciences, Inc. ~~~~.·~. ~L.£J~~~ CefehrafirJJ Over~ 1fears o{,S'ervice August I, 2008 Project No. KE980433A Renton New Life Church c/o Church Development Consultants, Inc. P.O. Box 1526 Duvall, Washington 98019 Attention: Ms. Kathi Bresler Subject: Subsurface Exploration and Final Geotechnical Engineering Report Renton New Life Church Building and Parking Lot Additions 15711 152"' Avenue SE King County, Washington Dear Ms. Bresler: We are pleased to present the enclosed copies of the referenced report. This report summarizes the results of our subsurface exploration and geoteclmical engineering studies and offers recommendations for the design and development of tile proposed project. Our recommendations are based on project plans that were current at the time it was written. We should be allowed to review our report and modify our recommendations, if warranted, if substantial changes are made to the current design proposal. We have enjoyed working witll you on tllis study and are confident tllat tile recommendations presented in this report will aid in tile successful completion of your project. If you should have any questions or if we can be of additional help to you, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington J!)ljVv\Q A/V,A~ Kurt D. Merriman, P.E. Principal Engineer KDM/tb KE980433A7 Projects\199804)3\KE\WP Kirkland 425-827-770 I • Everett • Tacoma 425-259-0522 253-722-2992 www.aesgeo.com SUBSURFACE EXPLORATION AND FINAL GEOTECHNICAL ENGINEERING REPORT RENTON NEW LIFE CHURCH BUILDING AND PARKING LOT ADDITIONS King County, Washington Prepared for: Renton New Life Chnrch c/o Church Development Consultants, Inc. P.O. Box 1526 Duvall, Washington 98019 Prepared by: Associated Earth Sciences, Inc. 911 5'" Avenue, Suite JOO Kirkland, Washington 98033 425-827-7701 Fax: 425-827-5424 August I , 2008 Project No. KE980433A Renton Ne\.V Life Church Building and Pai*ing Lot Additions King County, Washington Subswface Exploration and Final Geotechnica/ Engineering Repon Project and Site Conditions I. PROJECT AND SITE CONDITIONS 1.0 INTRODUCTION This report presents the results of our subsurface exploration and final geoteclmical engineering study for the proposed building and parking Jot additions. Our recommendations are based on a current site plan dated July I, 2008, and a current grading plan dated July 25, 2008, both prepared by Barghausen Consulting Engineers, Inc., the project civil engineer. Existing and planned improvements within the project area and approximate locations of the explorations accomplished for this study are presented on the "Site and Exploration Plan," Figure I. We recommend that we be allowed to review and modify our recommendations, as needed, if substantial changes are made to the currently proposed design. 1.1 Purpose and Scope The purpose of this study was to provide subsurface data to be utilized in the design of the project. Our study included a review of selected geologic literature, drilling exploration borings, and performing geologic studies to assess the type, thickness, distribution, and physical properties of the subsurface sediments and shallow ground water. Geotechnical engineering studies were completed to determine the type of suitable foundation, foundation design reconunendations, floor support recommendations, anticipated foundation and floor settlement, and pavement and drainage design considerations. This report summarizes our current fieldwork and offers development recommendations based on our present understanding of the project. We recommend that we be allowed to review project plans prior to construction to verify that our geotechnical recommendations have been correctly interpreted and incorporated into the design. 1.2 Authorization This report represents an update of our preliminary report for the project dated August 24, 2005. Our scope of work was outlined in our proposal for this work phase dated June 30, 2005. We were subsequently authorized to proceed by means of a signed copy of our proposal. This report has been prepared for the exclusive use of the Renton New Life Church, Church Development Consultants, Inc., and their agents for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No other warranty, express or implied, is made. August 1, 2008 ASSOCJATED EARTH SCJENCES, INC. BWGhb-KE9B04J3A7-Projernl/9980411\KE\WP Pagel Renton New life Church Building and Parking Lor Additions King County, Washington 2.0 PROJECT AND SITE DESCRJPTION Subswface £--rploration and Final Geocechnical Engineering Report Project and Site Conditions The project will include construction of a new building immediately adjacent to the west side of the existing church building at the site. Additional improvements will include construction of a new paved fire lane around the south side of the buildings, construction of a rockery along a portion of the new fire lane, extending the existing parking lot northward into the existing sports fields, and improving an existing bridge across Madsen Creek near the northwest corner of the existing parking lot. The new building will be approximately rectangular in plan view, and will measure approximately 275 by 145 feet. Planned finished floor elevation for the new building is 130.27 feet, which matches the existing adjacent building. Based on the planned finished floor elevation and topographic data included on previously referenced site plans, it appears that up to approximately 6 feet of structural fill will be required beneath the building. The proposed new rockery will face a grade separation formed primarily by a cut, and will be up to approximately 5 feet tall. We anticipate that the new paved parking area will be constructed close to existing grades. The site is located at the existing Renton New Life Church. The existing church includes a building with finished floor elevations ranging from approximately 118 to 130 feet, portable buildings south of the existing building, a gravel parking lot west of the existing building, and a paved parking lot north of the existing building. The existing permanent buildings are supported by augercast pile foundation systems. A grass sports field and playground are located north of the existing parking lot. A grass field is located on the west part of the site and is accessed by a wood bridge west of the playground. 3.0 SUBSURFACE EXPLORATION Our field study included advancing 22 exploration borings during several phases of work to gain information about the site. The various types of sediments, as well as the depths where characteristics of the sediments changed, are indicated on the exploration logs presented in the Appendix. The depths indicated on the logs where conditions changed may represent gradational variations between sediment types in the field. If changes occurred between sample intervals in our exploration borings, they were interpreted. The approximate exploration locations are noted on the "Site and Exploration Plan," Figure I, attached with this report. It should be noted that the exploration borings included with this report were drilled during several exploration phases to support various previous design proposals. Our previous studies have addressed the child care addition constructed in 1998, and preliminary design studies for several subsequent proposals that have not been constructed. The conclusions and recommendations presented in this report are based on the 22 exploration borings completed for this study. The number, locations, and depths of the explorations were completed within site and budget constraints. Because of the nature of exploratory work below August I, 2008 ASSOCIATED EARTH SCIENCES, INC. BWG/lb -KF-980433A7 Projew\J99804331KE1WP Page 2 Renwn New Life Church Building and Parking lot Additions King County> Washington St1bs111face Etploration and Final Geoteclmical Engineering Report Project and Site Conditions ground, extrapolation of subsurface conditions between field explorations is necessary. It should be noted that differing subsurface conditions may sometimes be present due to the random nature of deposition and the alteration of topography by past grading and/or filling. The nature and extent of any variations between the field explorations may not become fully evident until construction. If variations are observed at that lime, ic may be necessary to re- evaluate specific recommendations in this report and make appropriate changes. 3 .1 Exploration Borings The exploration borings were completed by advancing a 414-inch, inside-diameter, hollow- stem auger with track-and truck-mounted drill rigs. During the drilling process, samples were obtained at generally 5-foot-depth intervals. The exploration borings were continuously observed and logged by a geologist from our firm. The exploration logs presented in the Appendix are based on the field logs, drilling action, and inspection of the samples secured. Disturbed but representative samples were obtained from the exploration borings by using the Standard Penetration Test (SPT) procedure in accordance with American Society for Testing and Materials (ASTM):D 1586. This test and sampling method consists of driving a standard, 2-inch outside-diameter, split-barrel sampler a distance of 18 inches into the soil with a 140- pound hammer free-falling a distance of 30 inches. The nnmber of blows for each 6-inch interval is recorded and the number of blows required to drive the sampler the final 12 inches is known as the Standard Penetration Resistance ("N") or blow count. If a total of 50 is recorded within one 6-inch interval, the blow count is recorded as 50 blows for the corresponding number of inches of penetration. The resistance, or N-value, provides a measure of the relative density of granular soils or the relative consistency of cohesive soils; these values are plotted on the attached exploration boring logs. The samples obtained from the split-barrel sampler were classified in the field and representative portions placed in watertight containers. The samples were then transported to our laboratory for further visual classification. 4.0 SUBSURFACE CONDITIONS Subsurface conditions at the project site were inferred from the field explorations discussed in this report and visual reconnaissance of the site. As shown on the field logs, the exploration borings encountered subsurface conditions at the exploration locations that were relatively consistent. Augusr J, 2008 ASSOCIATED EARm SCIENCES, INC. BWG!tb-KE9804.J3A7-Projt:C1$1l9980433\K£\WP Page 3 Remon New Life Church Building and Parking Lot Additions King County, Washington 4 .1 Stratigraphy Alluvium Subswface Erploration and Final Geoteclmical Engineering Report Project and Site Conditions The existing paving and topsoil were typically underlain by loose to medium dense, moist, silty sand with trace gravel interpreted as alluvium deposits. Alluvium was deposited from flowing water and is typically relatively loose. Alluvial deposits are considered suitable for support of paving and lightly loaded floor slabs with proper remedial preparation. Foundations or other structures with higher loads should not be supported on alluvium. The current design calls for support of the planned building foundation loads on an augercast pile foundation system that penetrates through the alluvium to suitable support soils below. Floor slabs will be supported by structural fill in most areas, and foundation piles in the stage area. Vashon or Pre-Vashon Undifferentiated Sediments Below the alluvium, our exploration borings encountered typically dense to very dense, moist, silty sand with gravel. This material was interpreted to be an older Vashon or pre-Vashon-age deposit that has been glacially consolidated. At this site, undifferentiated sediments observed in our explorations are considered suitable for support of foundations, floor slabs, or paving. Due to the depth at which the undifferentiated deposits were observed, we anticipate that pavements and floor slabs will not be directly supported by outwash sediments. In the explorations that have been completed to date for the planned building addition, the elevation of the top of the undifferentiated sediments ranges from approximately 94 to 96 feet, which is approximately 34 feet below existing grades. Our observations and interpretations are generally consistent with published mapping for the site vicinity as represented by Geologic Map of King County, Washington [draft], by Derek B. Booth, Ralph A. Haugerud, and Jill B. Sackett, 2002; and United States Geological Survey (USGS) Geologic Map of the Renton Quadrangle, King County, Washington, Map GQ-405, by D.R. Mullineanx (1965). These maps indicate that the site is underlain by alluvial sediments. Ground water was observed in our exploration borings at depths varying from approximately JO to 16 feet below the ground surface at the time of drilling. Variations in ground water levels are possible due to changes in season, weather, on-and off-site land usage, and other factors. It should be noted that our site explorations are open for only a short time, and that actual ground water levels might be closer to the surface than we measured in our explorations. August I, 2008 ASSOCIATED EARTH SCIENCES, INC. BWG/rb -KE9804.UA7-Projeclsl/9980413\KE\WP Page 4 Renton New Life Church Building and Parking Lot Additions King County, Washington Subswface EYploration and Final Geoteclmical Engineering Report Design Recommendations II. DESIGN RECOMMENDATIONS 5.0 INTRODUCTION Our exploration indicates that, from a geotechnical engineering standpoint, the proposed project is feasible provided the recommendations contained herein are properly followed. The upper 10 to 34 feet of subsurface materials are loose and will offer support to pavement, floor slabs, aud foundations for lightly loaded ancillary structures with proper remedial preparation. Substantial foundation loads should be supported ou an augercast pile foundation system. The following report sections provide specific geotechnical site development recommendations. 6.0 EROSION HAZARDS AND MITIGATIONS As of October I, 2006, the Washington State Department of Ecology (Ecology) Construction Storm Water General Permit (also known as the National Pollutant Discharge Elimination System [NPDES] permit) requires weekly Temporary Erosion and Sedimentation Control (TESC) inspections for all sites I or more acres in size that discharge storm water to surface waters of the state. The TESC inspections must be completed by a Certified Erosion and Sediment Control Lead (CESCL) for the duration of the construction. TESC reports do not need to be sent to Ecology, but should be logged into the project Storm Water Pollution Prevention Plan (SWPPP). If the project does not require a SWPPP, the TESC reports should be kept in a file on-site, or by the permit holder if there is no facility on-site. Ecology also requires weekly turbidity monitoring by a CESCL of storm water leaving a site for all sites I acre or larger. Ecology requires a monthly summary report of the turbidity monitoring results (if performed) signed by the NPDES permit holder. If the monitored turbidity equals or exceeds 25 nephelometric turbidity units (NTU) (Ecology benchmark standard), the project best management practices (BMPs) should be modified to decrease the turbidity of storm water leaving the site. Changes and upgrades to the BMPs should be continued until the weekly turbidity reading is 25 NTU or lower. If the monitored turbidity exceeds 250 NTU, the results must be reported to Ecology within 24 hours and corrective action taken. Daily turbidity monitoring is continued until the corrective action lowers the turbidity to below 25 NTU. In order to meet the current Ecology requirements, a properly developed, constructed, and maintained erosion control plan consistent with the City of Renton standards and best management erosion control practices will be required for this project. Associated Earth Sciences, Inc. (AES!) is available to assist the project civil engineer in developing site-specific erosion control plans. Based on past experience, it will be necessary to make adjustments and provide additional measures to the TESC plan in order to optimize its effectiveness. Ultimately, the success of the TESC plan depends on a proactive approach to project planning and contractor implementation and maintenance. August 1. 2008 ASSOCIATED EARTH SCIENCES, INC. BWG!lb -KE980433A7-Projects\199804331KE\WP Page 5 Renron New Life Church Building and Parklllg Lot Additions King County. Washington Subswface Exploration and Final Geoteclmical Engineering Repor1 Design Recommendations The erosion potential of the site soils is high. The most effective erosion control measure is the maintenance of adequate ground cover. Maintaining cover measures atop disturbed ground provides the greatest reduction to the potential generation of turbid runoff and sediment transport. During the local wet season (October I" through March 31"), exposed soil should not remain uncovered for more than 2 days unless it is actively being worked. Ground-cover measures can include erosion control matting, plastic sheeting, straw mulch, crushed rock or recycled concrete, or mature hydroseed. Plow-control measures are also essential for collecting and controlling the site runoff. Flow paths across slopes should be kept to less than 50 feet in order to reduce the erosion and sediment transport potential of concentrated flow. Ditch/swale spacing will need to be shortened with increasing slope gradient. Ditches and swales that exceed a gradient of about 7 to 10 percent, depending on their flow length, should have properly constructed check dams installed to reduce the flow velocity of the runoff and reduce the erosion potential within the ditch. Flow paths that are required to be constructed on gradients between 10 to 15 percent should be placed in a riprap-lined swale with the riprap properly sized for the flow conditions. Flow paths constructed on slope gradients steeper than 15 percent should be placed in a pipe slope drain. AES! is available to assist the project civil engineer in developing a suitable erosion control plan with proper flow control. Some fine-grained surface soils are the result of natural weathering processes that have broken down parent materials into their mineral components. These mineral components can have an inherent electrical charge. Electrically charged mineral fines will attract oppositely charged particles and can combine (flocculate) to form larger particles that will settle out of suspension. The sediments produced during the recent glaciation of Puget Sound are, however, most commonly the suspended soils that are carried by site storm water. The fine-grained fraction of the glacially derived soil is referred to as "rock flour," which is primarily a silt-sized particle with no electrical charge. These particles, once suspended in water, may have settling times in periods of months, not hours. Therefore, the flow length within a temporary sediment control trap or pond has virtually no effect on the water quality of the discharge since it is not going to settle out of suspension in the time it takes to flow from one end of the pond to the other. Reduction of turbidity from a construction site is almost entirely a function of cover measures and flow control. Temporary sediment traps and ponds are necessary to control the release rate of the runoff and to provide a catchment for sand-sized and larger soil particles, but are very ineffective at reducing the turbidity of the runoff. Silt fencing should be utilized as buffer protection and not as a flow-control measure. Silt fencing is meant to be placed parallel with topographic contours to prevent sediment-laden runoff from leaving a work area or entering a sensitive area. Silt fences should not be placed to cross contour Jines without having separate flow control in front of the silt fence. A August 1, 2008 ASSOCIATED EARTH SCIENCES. INC. BWG!tb-KE980433,17 -ProJects\1998043JlKE!WP Page 6 Renton New life Church B11ilding and Parking Lot Additions King County, Washington Subswface Exploration and Final Geoteclmical Engineering Report Design Recommendations swale/berm combination should be constructed to provide flow control rather than let the runoff build up behind the silt fence and utilize the silt fence as the flow-control measure. Runoff flowing in front of a silt fence will cause additional erosion and usually will cause a failure of the silt fence. Improperly installed silt fencing has the potential to cause a much larger erosion hazard than if the silt fence was not installed at all. The use of silt fencing should be limited to protect sensitive areas, and swales should be used to provide flow control. 6.1 Erosion Hazard Mitigation To mitigate the erosion hazards and potential for off-site sediment transport, we would recommend the following: 1. The winter performance of a site is dependent on a well-conceived plan for control of site erosion and storm water runoff. It is easier to keep the soil on the ground than to remove it from storm water. The owner and the design team should include adequate ground-cover measures, access roads, and staging areas in the project bid to give the selected contractor a workable site. The selected contractor needs to be prepared to implement and maintain the required measures to reduce the amount of exposed ground. A site maintenance plan should be in place in the event storm water turbidity measurements are greater than the Ecology standards. 2. All TESC measures for a given area to be graded or otherwise worked should be installed prior to any activity within that area. The recommended sequence of construction within a given area would be to install sediment traps and/or ponds and establish perimeter flow control prior to starting mass grading. 3. During the wetter months of the year, or when large storm events are predicted during the summer months, each work area should be stabilized so that if showers occur, the work area can receive the rainfall without excessive erosion or sediment transport. The required measures for an area to be "buttoned-up" will depend on the time of year and the duration the area will be left un-worked. During the winter months, areas that are to be left un-worked for more than 2 days should be mulched or covered with plastic. During the summer months, stabilization will usually consist of seal-rolling the subgrade. Such measures will aid in the contractor's ability to get back into a work area after a storm event. The stabilization process also includes establishing temporary storm water conveyance channels through work areas to route runoff to the approved treatment facilities. 4. All disturbed areas should be revegetated as soon as possible. If it is outside of the growing season, the disturbed areas should be covered with mulch, as recommended in the erosion control plan. Straw mulch provides the most cost-effective cover measure and can be made wind-resistant with the application of a tackifier after it is placed. August /, 2008 ASSOCIATED EARTH SCIENCES, INC. BWG/lb-KE98()433A7-Projects\19980433\KE\WP Page? Renton New Life Church Building a11d Parking lot Additions King County, Washington Subswface Exploration and Final Geoteclmical Engineering Report Design Reconvnendations 5. Surface runoff and discharge should be controlled during and following development. Uncontrolled discharge may promote erosion and sediment transport. Under no circumstances should concentrated discharges be allowed to flow over significant slopes. 6. Soils that are to be reused around the site should be stored in such a manner as to reduce erosion from the stockpile. Protective measures may include, but are not limited to, covering with plastic sheeting, the use of low stockpiles in flat areas, or the use of straw bales/silt fences around pile perimeters. During the period between October I" and March 31", these measures are required. 7. On-site erosion control inspections and turbidity monitoring (if required) should be performed in accordance with the Ecology requirements. Weekly and monthly reporting to Ecology should be performed on a regularly scheduled basis. TESC monitoring should be part of the weekly construction team meetings. Temporary and permanent erosion control and drainage measures should be adjusted and maintained, as necessary, at the time of construction. It is our opinion that with the proper implementation of the TESC plans and by field-adjusting appropriate mitigation elements (BMPs) during construction, as reconunended by the erosion control inspector, the potential adverse impacts from erosion hazards on the project may be mitigated. 7.0 SITE PREPARATION Where existing pavement, buried utilities, or other structures are present below the planned building, they should be removed. We recommend that, to the extent possible, the existing paving and gravel parking area be used for construction staging. Any excavations below planned finished grade for the purpose of demolition or utility relocations should be backfilled with structural fill as described in this report. Existing topsoil should be removed from areas where the new building, paving, or other structures are planned. After topsoil stripping, remaining roots and any other organic debris should be removed from structural areas. All soils disturbed by stripping and grubbing operations should be recompacted as described below for structural fill. After site stripping is complete, existing surficial loose soils should be addressed. In areas where on-grade floor slabs are planned, we reconunend excavation as needed to achieve elevations at least 18 inches below planned floor subgrade. The resulting surface should be proof-rolled with suitable equipment under the observation of the geotechnical engineer to identify any soft or yielding areas that require compaction or further excavation to expose Augusr I, 2()()8 ASSOCIATED EARTH SCIENCES, INC. BWG/lb -K£980433A l -ProJl!c/$\l 9980433\KE\ WP Page 8 Renton New life Church Building and Parking Lot Additions King County, Washing/on Subswface Exploration and Final Geotechnical Engineering Report Design Recommendations suitable soils. The subgrade should then be compacted to at least 90 percent of the modified Proctor maximum dry density as determined by the ASTM:D 1557 test procedure for fill more than 4 feet below final grade, and to 95 percent of the same standard for fill less than 4 feet below final grade. Depending on season, site conditions, and weather conditions at the time of construction, the use of a geotextile separation fabric, such as Mirafi 500x, might be warranted over the compacted subgrade prior to restoring the planned subgrade elevation with structural fill. Pavement areas should be prepared in the same manner, however overexcavation only needs to extend I foot below planned paving subgrade elevation. Fill placed in overexcavation areas below floor slabs and paving should meet Washington State Department of Transportation (WSDOT) Standard Specification 9-03.9(2) for Shoulder Ballast if wet weather or site conditions are expected. If the earthwork and foundation portions of the project will be under construction during seasonal dry weather, excavated soil can be aerated, dried, and recompacted as structnral fill. Reusing excavated soil as structural fill will require significant but unavoidable effort on the part of the contractor to dry site soils during favorable dry weather prior to compaction. The contractor should be aware of this and should either include costs for drying site soils, or for exporting the excavated site soil and replacing it with imported fill material, as described above. In our opinion, stable construction slopes should be the responsibility of the contractor and should be determined during construction. For estimating purposes, however, we anticipate that temporary, unsupported cut slopes in the alluvium can be made at inclinations of 1.5H: IV (Horizontal:Vertical) or flatter. If excavation slopes are expected in structural fill, they should be planned at angles of 1.0 to l.5H:IV. Temporary excavations into the undifferentiated deposits are not expected because these materials were observed 10 feet or more below existing grades. The recommended slope angles assume that ground water seepage is not encountered, and that surface water is not allowed to flow across the temporary slope faces. If ground or surface water is present when the temporary excavation slopes are exposed, flatter slope angles will be required. As is typical with earthwork operations, some sloughing and raveling may occur and cut slopes may have to be adjusted in the field. In addition, WISHA/OSHA regulations should be followed at all times. Most of the on-site soils contain substantial silt, which makes them highly moisture-sensitive and subject to disturbance when wet. The contractor must use care during site preparation and excavation operations so that the underlying soils are not softened. If disturbance occurs, the softened soils should be removed and the area brought to grade with structural fill. The overexcavation and filling process will be least likely to disturb silty moisture-sensitive soils if excavation is completed with a wide-track bulldozer and fill is placed from an advancing fill pad. Import fill could be used to construct temporary truck routes on the building pad 2 feet or more above subgrade soils to facilitate truck traffic. In no case should export or import trucks, wheel loaders, or other wheeled equipment be operated on unprotected subgrade soils. August I, 2008 ASSOCIATED EARTH SCIENCES, INC. BWG/tb-KE98043JA7-Projectsll998043.1tKE\WP Page 9 Renton New Life Church Building a11d Parking Lot Addi lions King Coumy, Washing10n Subsurface Exploration and Final Geotechnical Engineering Report Design Recommendations If winter construction is expected, crushed rock fill could be used to provide temporary construction staging areas, if desired. The stripped subgrade should be observed by the geotechnical engineer, and should then be covered with a geotextile fabric, such as Mirafi 500X or equivalent. Once the fabric is placed, we recommend using a crushed rock fill layer at least IO inches thick in areas where construction equipment will be used. 8.0 STRUCTURAL FILL Structural fill will be necessary to establish desired grades. All references to structural fill in this report refer to subgrade preparation, fill type, placement, and compaction of materials as discussed in this section. If a percentage of compaction is specified under another section of this report, the value given in that section should be used. After stripping, planned excavation, and any required overexcavation have been performed to the satisfaction of the geotechnical engineer/engineering geologist, the upper 12 inches of exposed ground should be recompacted to 90 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. If the subgrade contains too much moisture, adequate recompaction may be difficult or impossible to obtain and should probably not be attempted. In lieu of recompaction, the area to receive fill should be blanketed with washed rock or quarry spalls to act as a capillary break between the new fill and the wet subgrade. Where the exposed ground remains soft and further overexcavation is impractical, placement of an engineering stabilization fabric may be necessary to prevent contamination of the free-draining layer by silt migration from below. After recompaction of the exposed ground is tested and approved, or a free-draining rock course is laid, structural fill may be placed to attain desired grades. Structural fill is defined as non-organic soil, acceptable to the geotechnical engineer, placed in maximum 8-inch loose lifts with each lift being compacted to 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. In the case of roadway and utility trench filling, the backfill should be placed and compacted in accordance with City codes and standards. The top of the compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the location of the perimeter footings or roadway edge before sloping down at an angle of 2H: IV. The contractor should note that any proposed fill soils must be evaluated by AES! prior to their use in fills. This would require that we have a sample of the material 72 hours in advance to perform a Proctor test and determine its field compaction standard. Soils in which the amount of fine-grained material (smaller than the No. 200 sieve) is greater than approximately 5 percent (measured on the minus No. 4 sieve size) should be considered moisture-sensitive. Use of moisture-sensitive soil in strucnual fills should be limited to favorable dry weather conditions. The on-site soils typically contained 5 percent silt or more, and are considered August I, 2008 ASSOCIATED EARTH SCIENCES, INC. BWG!tb-KE980433A7 ~ Projrtrsl/99804331KE\WP Page 10 Re/lion New Life Church Building and Parking lot Additions King County, Washington Subsurface Eiploratimz and Final Geotechnical Engineering Report Design Recommendations moisture-sensitive when excavated and used as fill materials. Construction equipment traversing the site when the soils are wet can cause considerable disturbance. 9.0 BUILDING FOUNDATION SUPPORT The existing subsurface materials on-site present a risk of post-construction settlement. Previous design studies on the site have considered various ground improvement techniques, such as Geopiers. The ground improvement techniques that were previously considered are not feasible at the location of the currently proposed building due to the depth below existing grade to suitable support soils. Therefore, we recommend a pile foundation system for the new building. Augercast piles were selected because this pile type provides a relatively high capacity, flexible length, and significant local contractor experience base. Construction of augercast piles also minimizes potentially damaging vibrations that might be associated with driven piles. Recommendations for other diameters and/or pile types can be provided, if requested. 10.0 GROUND MOTION Structural design of buildings should follow 2006 International Building Code (IBC) standards using Site Class "C". The 2006 !BC seismic design parameters for short period (Ss) and !- second period (S,) spectral acceleration values were determined by the latitude and longitude of the project sites using the USGS National Seismic Hazard Mapping Project website'. The USGS website interpolated ground motions at the project sites with a 2 percent chance of exceedence in 50 years as Ss = 1.35, and Si= 0.46. 11.0 AUGERCAST PILES We recommend that the construction of piles be accomplished by a contractor experienced in their installation. Fill soils can have concrete, brick, wood, and other demolition waste in them, and soils of alluvial origin may have gravel lenses or large cobbles present in them. It may be necessary to have a backhoe present during pile installation to dig out obstacles and backfill the excavation prior to drilling piling. If obstacles are encountered at depths where removal with a backhoe is not feasible, it might be necessary to modify the pile layout to replace piles that cannot be completed according to the original design. Observation of pile installation by AESI is important to verify that the subsurface conditions observed at pile locations are consistent with the observations in our subsurface explorations, and consistent 1 (http: //earthquake. usgs. gov /hazmaps/) August 1, 2008 ASSOCIATED EARTH SCIENCES, INC. BWG!r/J -KE980.f3JA7-Projew\199804.13\KElWP Page 11 Renton New Life Church Building and Parking Lot Addilions King County, Washington Suhsmface Exploration and Final Gemeclmical Engineering Repon Design Recommendalions with assumptions made during preparation of the recommendations in this report. The City of Renton will likely require such inspections of foundation piles. The augercast piles will gain support from end bearing and skin friction. Augercast piles are formed by drilling to the required depth with a continuous-flight, hollow-stem anger. Fluid grout is then pumped down the hollow stem under pressure as the auger is withdrawn. Appropriately designed reinforcing steel cages are then lowered into the unset grout. A single reinforcing bar is installed for the full length of the pile for transfer of uplift loads. Since the grout is placed under pressure, actual grout volumes used are typically 15 to 50 percent greater than the theoretical volume of the pile. Actual grout volumes for piles constructed through some types of fill and alluvium can be much more. The pile contractor should be required to provide a pressure gauge and a calibrated pump stroke counter so that the actual grout volume for each pile can be determined. Typically, a nine-sack, minimum 4,000 pounds per square inch (psi) grout mix is used for augercast piles. Once complete, the piles would then connect to a pile cap and grade beam support system for the building foundation. Typical allowable capacities for the augercast piles are given in Table 1. Development of the design capacities presented in Table I requires a minimum overall pile length of at least 15 pile diameters. To satisfy code-required length-to-diameter ratios, IS-inch-diameter piles are limited to 45 feet in length. Allowable design axial compressive loads may be increased by one-third for short- term wind or seismic loading. Anticipated settlement of the pile-supported foundations will generally be on the order of 1/z inch. Table l Augercast Pile Recommeudatious Vertical Minimum Compressive Lateral Pile Diameter Length Capacity Capacity Depth of Fixity Uplift Capacity (inches) (feet)"' (kips) (kips)"' (feet)'" (kips)"' 18 45 80 8 16 40 (ll Pile tip elevations should be 94 feet or lower. Larger capacmes can be achieved by longer piles; however, code- mandated length to diameter ratios will require Lhe use of piles more than 18 inches in diameter for lengths significantly in excess of 45 feet. m Allowa.ble lateral capacities are for fixed-headed conditions (incorporation inLo pile caps and grade beam system), and !/z inch of deflection at the ground surface. The allowable lateral capacity can be increased lO 20 kips for 1 inch of detlection at the ground surface. m The depth of fixity does not include the code-required 20 percent increase for reinforcing cage design. H) Uplift capacity is based on minimum pile length of 45 feet. A <1g11st I, 2008 ASSOCIATED EARTH SCIENCES, INC. BWG!lb -KE.98043JA7 Projecti\19980433\KE\WP Page 12 Renton New Life Church Building and Parking Lot Additions King County, Washington Subsurface Exploration and Final Geotechnical Engineering Report Design Recommendations Piles with lateral spacing less than 6 pile diameters from another pile along the direction of force should be considered to be in the zone of influence, and the lateral capacity and the reduction factors presented below should be used. If the lateral contribution of the piles is more critical to the practical design of the structure, we can provide a comprehensive lateral pile analysis. Such an analysis would present lateral pile capacities taking into account the interaction between piles. Based on the loose conditions of the soils through which the augercast piles are to be excavated, care should be taken in construction planning to allow grout time to set prior to drilling adjacent piles. Typically, 24 hours or I day of set time is recommended for piles closer than 3 diameters or 10 feet, whichever is greater. 11.1 Group Effects Where piles are installed in groups and subject to lateral loading, reductions in lateral capacity to account for group effects should be included in design. The effects of group performance should be considered where piles are spaced closer than 6 pile diameters center-to-center and are aligned in the direction of loading. Piles should not be spaced closer than 3 diameters center-to-center to achieve full vertical and uplift capacity. If piles are staggered in the x and y directions a minimum of 3 pile diameters, there is no reduction in lateral loading. For the determination of individual capacities for load application parallel to the line of spacing, the following spacing and reduction factors presented in Table 2 should apply. The last pile in a row can be assumed to develop the full lateral capacity. Table 2 Lateral Reduction Factors I Pile Spacing I Reduction Factor I 6 diameters 1.0 5 diameters 0.8 4 diameters 0.6 3 diameters 0.4 12.0 FLOOR SUPPORT Slab-on-grade floors are expected to support light loads, such as people and furniture. The recommendations in this report are appropriate for light loads such as those described. If vehicles, forklifts, materials storage, or other heavy loads are expected, we should be allowed to offer situation-specific recommendations. Cast-in-place concrete floor slabs may be used August J, 2008 ASSOCIATED EARTH SCIENCES, INC. BWGhb-KE.98043.UJ-Projecu\/9980433\KElWP Page 13 Renton New Life Clmrch Building and Parking lot Addizions King County, Washington Subswface Exploralion and Final Ge01eclmical Engineering Report Design RecommendaLions over structural fill as recommended in the "Site Preparation" section of this report, or above a system of augercast piles. If the new floor is supported above a new layer of structural fill, as described in the "Site Preparation" section of this report, relatively loose alluvial sediments will remain below the floor slab. The presence of loose alluvial sediments below a floor that is supported on grade will result in a risk of larger than normal long-term settlement, in return for substantial cost savings. If the risk of larger than normal future settlement cannot be tolerated, we recommend that the floor be supported on the pile foundation system. Regardless of the floor support method that is selected, the floor should be cast atop a minimum of 4 inches of washed pea gravel or clean crushed rock to act as a capillary break. It should also be protected from dampness by an impervious moisture barrier at least 10 mils thick or otherwise sealed. 13.0 DRAINAGE CONSIDERATIONS All footing walls should be provided with a drain at the footing elevation. Drains should consist of rigid, perforated, polyvinyl chloride (PVC) pipe surrounded by washed pea gravel. The level of the perforations in the pipe should be set at the bottom of the footing at all locations and the drain collectors should be constructed with sufficient gradient to allow gravity discharge away from the building. In addition, all foundation walls taller than 3 feet should be lined with a minimum, 12-inch-thick, washed gravel blanket provided over the full height of the wall and which ties into the footing drain. Roof and surface runoff should not discharge into the footing drain system, but should be handled by a separate, rigid, tightline drain. In planning, exterior grades adjacent to foundations should be sloped downward away from the structure to achieve surface drainage. These recommendations apply to conventional shallow foundation walls and landscape walls less than about 4 feet tall. 14.0 CAST-IN-PLACE RETAINING WALLS All backfill behind foundation walls or around foundation units should be placed as per our recommendations for structural fill and as described in this section of the report. Horizontally backfilled walls, which are free to yield laterally at least 0.1 percent of their height, may be designed to resist an active lateral earth pressure represented by an equivalent fluid of 35 pounds per cuhic foot (pct). Fully restrained, horizontally backfilled, rigid walls which cannot yield should be designed for an at-rest pressure of 55 pcf. Walls with sloping backfill are not expected, but should be designed with appropriate slope surcharge pressures. We should be allowed to provide specific slope surcharge pressures if walls with sloping backfill are used. If parking areas are adjacent to walls, a surcharge equivalent to 2 feet of soil should be added to the wall height in determining lateral design forces. August I, 2008 ASSOCIATED EARTH SCIENCES, INC. BWG!tb -KE980431A7-Projem\1998043.J\KElWP Page 14 Renton New Life Church Building aud Parking Lot Additions King County, Washington Subswface Exploration and Final Geoteclmical Engineering Report Design Recommendations As required by the 2006 !BC, retammg wall design should include a seismic surcharge pressure in addition to the equivalent fluid pressures presented above. Considering the site soils and the recommended wall backfill materials, we recommend a seismic surcharge pressure of 5H and !OH pounds per square foot (psf), where H is the wall height in feet for the "active" and "at-rest" loading conditions, respectively. The seismic surcharge should be modeled as a rectangular distribution with the resultant applied at the midpoint of the walls. The lateral pressures presented above are based on the conditions of a uniform backfill consisting of native soils or imported structural fill compacted to 90 percent of ASTM:D 1557. A higher degree of compaction is not recommended as this will increase the pressure acting on the walls. A lower compaction may result in settlement of the slab-on-grade or other structures supported above the walls. Thus, the compaction level is critical and must be tested by our firm during placement. Surcharges from adjacent footings, heavy construction equipment, or sloping ground must be added to the above values. Perimeter footing drains should be provided for all retaining walls as discussed under the section on "Drainage Considerations." It is imperative that proper drainage be provided so that hydrostatic pressures do not develop against the walls. For walls less than 3 feet tall, the foundation drain, as recommended in the "Drainage Considerations" section of this report, is expected to be adequate. For walls more than 3 feet tall, a blanket drain is required. This would involve installation of a minimum, I-foot-wide blanket drain for the full wall height using imported, washed gravel against the walls. The drainage blanket should be continuous with and freely communicate with the foundation drain. Foundation wall footings/keyways surrounded with structural fill or alluvium may be designed for passive resistance against lateral translation using an equivalent fluid equal to 200 pcf. The passive equivalent fluid pressure diagram begins at the top of the footing; however, total lateral resistance should be summed only over the depth of the actual key (truncated triangular diagram). Passive resistance values include a factor of safety equal to 3 in order to reduce the amount of movement necessary to generate passive resistance. The friction coefficient for structures cast directly on structural fill, as described in this report, may be taken as O. 34. This is an allowable value and includes a safety factor. The soil under the footings must be recompacted to 95 percent of the above-mentioned standard, as recommended in the "Site Preparation" section of this report, for this value to apply. 15.0 ROCKERIES Rockeries may be used to prevent erosion of cut slopes; however, they are not engineered structures, and we strongly suggest that they not be used in place of retaining walls, especially August 1, 2008 ASSOCIATED EARTH SCIENCES, INC. BWG/tb-KE98043JA7-Projecis\199804331KEIWP Page 15 Renton New Life Church Building and Parking Lot Additions King County, Washingron Subswface Exploration and Final Geoteclmical Engineering Repol1 Design Recommendations where important facilities are adjacent to them. Buildings should be set back from rockeries so that a I H: IV line extending up from the rear base of the rockery does not intersect the footing. Rockery construction is an art that depends largely on the skill of the builder. We would like to point out that although rockeries are coll1ll1only used, they sometimes require repairs and should be considered long-term maintenance items. Care must be exercised in selecting a rock source since some of the material presently being supplied in our area is soft and disintegrates in a relatively short period of time. Samples of rock can be tested by AES! prior to their use in rockeries. If a rockery is specified, 4 feet high or less, it usually will not require a permit. Rockeries that retain fill soils greater than 3 feet in height should be geogrid-reinforced. All rockeries should be supported on a native soil subgrade compacted to 90 percent of the modified Proctor maximum dry density, as determined by the ASTM:D 1557 test procedure. The following notes present rockery considerations. In addition, the contractor should confirm that his configuration conforms to current City of Renton specifications. I. In areas where existing fill is present, the base of the rockery should be started by excavating a trench to a minimum depth of 36 inches below subgrade into firm, undisturbed ground. This trench should extend a minimum of 2 feet in each direction beyond the base rocks. The trench should be backfilled to a depth of 12 inches below existing site grade with free-draining sand and gravel or crushed rock. If loose, soft, or disturbed materials exist at the base of the trench, they should be removed and replaced with free-draining sand and gravel or crushed rock. This backfill material should be placed in lifts not exceeding 8 inches in loose thickness and compacted to a minimum of 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. The gradation of the sand and gravel should be such that of the material passing the No. 4 sieve, not more than 5 percent by weight should be finer than the No. 200 sieve. 2. The base rock should have a minimum width (perpendicular to the line of the rockery) of 40 percent of the height of the rockery and should be centered upon the zone of compacted structural fill. All rocks should also meet the following weight requirements: August I, 2008 Height of Rockery Above 5 feet 5 feet or less BWG!tb -K£98043JA7-Projectil/9980433\KEIWP Minimum Weight of Rock 500/2,200 pounds, graded, top/bottom rocks S00/1 ,000 pounds, graded, top/bottom rocks ASSOCIATED EARTH SCIENCES, INC. Page 16 Renton New life Church Building and Parking lot Additions King County, Washington Subsurface Exploration and Final Geoteclmical Engineering Report Design Recommendations 3. The rock material should all be as nearly rectangular as possible. No stone should be used that does not extend through the wall. The rock material should be hard, sound, durable, and free from weathered portions, seams, cracks, or other defects. The rock density should be a minimum of 160 pcf. 4. Rock selection and placement should be such that there will be minimum voids, and in the exposed face of the wall, no open voids over 8 inches across in any direction. The rocks should be placed in a manner such that the longitudinal axis of the rock will be at right angles or perpendicular to the rockery face. Each rock should be placed so as to lock into two rocks in the lower tier. After setting each rock course, all voids between the rocks should be chinked on the back with quarry rock to eliminate any void sufficient to pass a 2-inch square probe. The rockery should be limited to 10 feet in height. 5. A drain consisting of rigid, perforated, polyvinyl chloride (PVC) pipe enclosed in a 12- inch-wide, pea-gravel trench should be placed behind the lower course of rock to remove water and prevent the buildup of hydrostatic pressure behind the wall. This drain should be tight lined to an approved storm water disposal location. The remainder of the wall backfill should consist of quarry spalls with a maximum size of 4 inches and a minimum size of 2 inches. This material should be placed to a 12-inch minimum thickness between the entire wall and the cut material. The backfill material should be placed in lifts to an elevation approximately 6 inches below the top of each course of rocks as they are placed, until the uppermost course is placed. Any backfill material falling onto the bearing surface of a rock course should be removed before the setting of the next course. 6. Any asphalt paving should be sloped to drain away from the rockery. In addition, the areas above rockeries should be planted with grass as soon as possible after rockery construction to reduce erosion and provide with a ditch to direct surface water away from the rockery. 16.0 PAVEMENT RECOMMENDATIONS The parking lot pavement for this project is expected to be supported by structural fill. Pavement for this project is expected to include areas that will be used primarily for car driving and parking. Some areas will also be subjected to heavy traffic, such as garbage trucks and delivery trucks. We recommend that passenger car driveway and parking areas consist of 2.5 inches of hot mix asphalt, Class 1/2 inch (HMA 1h inch) (equivalent to Class B asphalt concrete paving [ACP]) above 4 inches of crushed surfacing base conrse (CSBC) (WSDOT Standard Specification 9-03.9[3]). Pavement for truck areas should consist of a minimum section of 4 inches of HMA 1/2 inch over 6 inches of CSBC. All depths given are compacted August 1, 2008 ASSOCIATED EARTH SCIENCES, INC. BWG/tb -KE980433A 7 · Projecti 119980433\KEl WP Page 17 Rem on New Life Church B11ildi11g and Parking Lot Additions King County, Washington Subswface Exploration and Final Geotechnical Engineering Report Design Recommendations depths. All paving materials, base course materials, and placement procedures should comply with suitable standard specifications, such as the Washington State Department of Transportation Standard Specifications for Road, Bridge, and Municipal Construction, or other suitable specifications. All structural fill and all native subgrades Jess than 4 feet below finished grade for a planned paving area should be compacted to 95 percent of the modified Proctor maximum dry density, as determined by ASTM:D 1557. Prior to structural fill placement or to placement of base course materials over native subgrades, the area should be proof-rolled under the observation of AES! with a loaded dump truck or other suitable equipment to identify any soft or yielding areas. Any soft or yielding areas should be repaired prior to continuing work. If desired, asphalt treated base (A TB) can be substituted for most of the CSBC and used to provide a construction working surface. After the buried utilities are in place, the subgrade is prepared, a 2-inch-thick leveling course of CSBC is placed, and the A TB is laid and compacted. This ATB surface is then used for construction access, and once most of the heavy construction traffic has subsided, any damaged pavement areas are repaired prior to final surfacing with ACP. For this project, 4 inches of CSBC under passenger car areas can be replaced with at least 2 inches of ATB with a 2-inch CSBC leveling course. Six inches of CSBC under heavy traffic areas can be replaced with 3 inches of ATB over 2 inches of CSBC. Surface-wearing layers of I-IMA V, inch should be used above the A TB, as described above. This is an optional substitution that can be used if paved construction staging is desired, but is not required for structural purposes. 17.0 PROJECT DESIGN AND CONSTRUCTION MONITORING Our recommendations are based on previously reference plans that were current at the time this report was written. We are available to provide additional geotechnical consultation as the project design develops and possibly changes from that upon which this report is based. We recommend that AES! perform a geotechnical review of the plans prior to final design completion. In this way, our earthwork and foundation recommendations may be properly interpreted and implemented in the design. We are also available to provide geotechnical engineering and monitoring services during construction. The integrity of the pile foundations for buildings and of new pavement depends on proper site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. Construction monitoring services are not part of the current scope of work. If these services are desired, please Jet us know and we will prepare a cost proposal. August 1, 2008 ASSOCIATED EARTH SCIENCES, INC. BWG!l/;>-KE980413A7 · Projeml/9980433\KE\WP Page 18 Renton New Life Church Building and Parking Lot Additions King County. Washington Subsurface Exploration and Filwl Geotechnical Engineering Report Design Recommendations We have enjoyed working with you on this study and are confident that these reconunendations will aid in the successful completion of your project. If you should have any questions, or require further assistance, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington Project Geologist Attachments: Figure I: Site and Exploration Plan Kurt D. Merriman, P.E. Principal Engineer Appendix: Exploration Logs EB-I through EB-22 August 1, 2008 ASSOCIATED EARTH SCIENCES, INC. BWGIIb -KE980433A7-Projem\19980433\KEIWP Page 19 • l I ! ! ! I Reference: BARGHAU5EN a 5 Associated Earth Sciences, Inc. I ~ ~ ~ ilil IW!l SITE AND EXPLORATION PLAN RENlON NEW LIFE CHURCH RENTON, WASHINGTON N A ':...---.a''° SCALE IN FEET FIGURE 1 DATE B/08 PROJ. NO. KE98433A APPENDIX GP Poorly-graded gravel and gravel with sand, litlle to no fines Silty gravel and silty GM gravel with sand Clayey gravel and GC clayey gravel with sand Terms Describing Relative Density and Consistency Coarse- Grained Soils Flne- Gralned Soils Density SPT121 blows/foot Very Loose O to 4 Loose 4to1D Medium Dense 1 O to 30 Dense 30 to 50 Very Dense >SO Consistency SPT121blows/foot Very son o to 2 Soft 2to4 Medium Stiff 4 to B Stiff Bio 15 15 l030 >30 Test Symbols G = Grain Size M = Moisture Content A = Allerberg Limits C = Chemical OD = Dry Density K = Permeability Very Still Hard -------"-''-------------------------/ Component Definitions C .g u ~ "- Well-graded sand and Descrfptive Term Size Range and Sieve Number SW sand with gravel, litlle Boulders Larger than 12' ::l ;::: to no fines Cobbles 3' lo 12" C .•.• ~ u::: .•••• • • Gravel 3" lo No. 4 (4.75 mm) ffi m ~ Poorly-graded sand . Coarse Gravel 3" to 3/4" ~j w ::_ SP andsandwithgrave1, FineGravel 3/4'toNo.4(4.75mm) ~: little lo no fines Sand No.4{4.7Srnm)toNo 200(0075mm) 0 z f-----h'-r-i-"r'rl--+-----------1 Coarse Sand No. 4 {4. 75 mm) to No. 10 (2.00 mm) J ~;;; SM Silty sand and Medium Sand No. 10 (2.00 mm) to No. 40 (0.425 mm) ~ m :=U) silty sand INith Fine Sand No. 40 {0.425 mm) to No. 200 (0.075 mm) ~ n. ~ gravel Silt and Clay Smaner than No. 200 (0.075 mm) ~ /Ill · __ . _ clayey sand with gravel Percentage by Dry-Absence of moisture, ; ;:f1·7.·??t-s-c-J:C:la_y_e_y_s_a-nd-:--a-nd--:-----J_(3-l~E~s~t-i~m~a::::_te_d_P_e-rc_:e~n~t~a~g~e~_:~~~M~o~is~t~u~r-e-C--o-n-t-e_n_t ___ _j Component Weight dusty, dry to the touch l--+---'--fn',fncril--+---------·-4 Trace <5 Slightly Moist -Perceptible Silt, sandy silt, gravelly silt, . .,, ·5 "' "O ID C -~ 'i C u: ML Few 5 to 10 motsture sill with sand or gravel Little 15 10 25 Moist • Damp but no visible With -Non-primary coarse waler Clay of low to medium plasticity; silty, sandy, or gravelly clay, lean clay constituents: .?: 15% Very Moist -Waler visible but -Fines content between not free draining CL 5%, and 15% We! -Visible lree water, usuallf from below water table --_--t-----------1--------------------------------4 --Organic clay or silt of low Symbols Blows/6" or ,...= ~:-OL plasticity ,...-_-_ ,...-_-_ Sampler portion of 6" Type "-/ Elastic silt, clayey si\t, silt 2 0• OD "' '° Sampler Type Description MH with micaceous or Split-Spo~_/n diatomaceous fine sand or Sampler l _ _,,s=iil~-------1 (SPl) Clay of high plasticity, CH sandy or gravelly clay, fat Bulk sample clay with sand or gravel " • J_o• OD Split-Spoon Sampler 3.25" OD Split-Spoon Ring Sampler • 3.0' OD Thin-Wall Tube Sampler (including Shelby lube) Grab Sample //,1// f;ff/f Organic clay or silt of o Portion not recovered (•) Cement grou! surface seal Bentoni\e seal l. 1,,-Riter pack wilh ,~_".· [:: blank casing -¥ I:·· section -" r: Screened casing or Hydro!ip ·: wi!h filler pack '-. ~ Er.d cap ,ff/fjJ OH medium to high i1l Percenlage by dry weight l---'----ff~k~{~j~'J'l---+P_l_a_s_ti_c_i1Y _______ 4 l2) (SPT) Standard Penetration Test (ASTM D-1586) 141 Depth of ground water ~ ATD = At time of drilling ~ Static water level {date) PT Peat, muck and other highly organic soils Pl In General Accordance with Standard Practice for Oescrip1ion !5) Combined uses symbols used for fines between 5% and 15% and Identification of Soils {ASTM 0·2488) ~ ----------------------~ ! Classific:alions of solls In this report are based on ll!sual field and/or laboratory observations, whkh include density/consistency, moisture condition. grain size, and ~ pfasticity es~mates and should not be con st med 10 impl'y field or laboratory testing unless presented herein. Visual-manual and/or laboratory classiftca!ion i5 methods of ASTM D-24B7 and 0-2488 were used as an iden!ificatian guide for the Unified Soil Classification System. ;============================= f Associated Earth Sciences, Inc. 1~~~~~ EXPLORATION LOG KEY FIGURE A1 EXPLORATION BORING LOG Number EB-1 Page 1 of 2 SEDIMENT DESCRIPTION Damp, reddish-brown and brown, fine SAND, little silt, trace fine gravel. (Fill) - - - I ti: w Cl -5 -----------------------·· ---------· ---------------------------------------------- - Wet, mixed brown and gray, intermixed fine SAND with - some silt and SILT, trace fine sand, with trace wood. - (Slide debris) Wet, gray, silty fine SAND, little fine gravel. (Recent Alluvium) -10 - - - - -15 - - - - · .. · --------·---· -· ----------· ----------· •--·--· · --· ---· --·--··--· · ----------·--20 Wet, gray SILT, trace fine sand. Wet to saturated, gray, fine SAND, some silt. (Recent Alluvium) - - - - -25 - - - -30 - - - ------------------------------------------------------------------------------- w _J a. ~ rn I I I I I I I STANDARD PENETRATION RESISTANCE 2 J. 7 J. Blows/Foat 10 20 30 40 I I = 14 J. I ATD 1-----'-, ----','----'-1 -~------t I I I i I I ! i : ! 18.._! ! ! ! I Subsurface conditions depicted represent our observations at !he time and location of this exploratory hole, mo<friied by geologic interpretations, engineering analysis, and judgment They are not necessarily representative of other times and locations. We will not accept responsibility ror the use or Interpretation by others of information presented on this log. Reviewed By Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 425-827-7701 Fax: 425-827-5424 Renton Assembly of God Renton, Washington KE98433G October 1998 / EXPLORATION BORING LOG Number EB-1 Page 2 of 2 ' STANDARD PENETRATION I w Cl a:: f-...J Zw RESISTANCE SEDIMENT DESCRIPTION a. a. is~ w ::E Blows/Foot a <( a::~ (/) CJ 10 20 30 40 - '-- Saturated, gray, fine GRAVEL, some fine to coarse ,_ I ___ .., ~-----:u . II · · •• '--40 ' '--I ,_ I '-- ,_ I '--45 I I ,_ - '-- '--I I '--50 I '--I '-- '-- -I I I -55 i -! - - I - -60 I I -I ' I - - I '-- '--65 ' ' '--! ' '--! I-I i -I : I Subsurface conditions depicted represent our observations at the time and location of this e~toratory hole, modified by geologic interpretations, engineering analysis, and judgment They are not necessanly representative of other times and locations. We will not accept responsibility for the use or interpretation by othefs of information presented on this log. Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 425-827-7701 Fax: 425-827-5424 Reviewed By Renton Assembly of God Renton, Washington KE98433G October 1998 I I I I I I I I I I ! i i I I 58 EXPLORATION BORING LOG Number EB-2 Page 1 of 2 SEDIMENT DESCRIPTION J: l:i: w Cl ,L::S.::u:c.rfa=.c:_ce::: __ G=rac:v=.el'----~--~~---~~=__Jr ~ Moist, brown, gravelly SAND with some wood_ (Fill) (Cuttings) - Damp, reddish-brown, fine SAND, some silt, trace fine - gravel. (Fill) - -5 --------------------. ----------------------------------------------------------- Moist, gray, fine SAND, some silt, trace fine gravel. (Recent Alluvium) wood debris in cuttings Wet to saturated, gray, fine SAND, little to some silt. (Recent Alluvium) - - -10 - - - - -15 - - - -20 - - - - -25 - - - - -30 - -----------------------------------------------------------------------------. -.._ Saturated, gray, fine GRAVEL, some fine to coarse sand, trace silt. (Undifferentiated) ------------------------. -------------------------------------------------------- I I I I I I I sz ATD STANDARD PENETRATION RESISTANCE Blows/Foot 10 20 30 40 "-11 9 J 8 "' I I I I Subsurface concfitlons depicted represent our observatiol'IS at the lime and location of this exploratory hole, modffied by geologic interpretaUons, engineering analysis, and Judgment They are not necessarily reprasentative of other times and locations. We wtll not accepl responsibility for the use or lnlerpretadon by others ofinfonnatlon presented on thls log. Reviewed By Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 425-827-7701 Fax: 425-827-5424 Renton Assembly of God Renton, Washington KE98433G October 1998 EXPLORATION BORING LOG Number EB-2 Page 2 of 2 SEDIMENT DESCRIPTION grades to dense to very dense BOH@38' I ti: w 0 - '--40 • ' ~45 ' -50 ~55 ' - ~60 - - - - ~-65 - ,_ - - Ill ..J a. i I STANDARD PENETRATION RESISTANCE Blows/Foot 10 20 30 40 I ' 1--+---:-' --+---i---·~ I ' I i Subsurface conditions depicted represent our observations at the time and location or this exploratory hole, modified by geologic interpretations, engineering analysis, and judgment TheV are not necessarily representative of other times and locations. We will not accept responsibility for the use or interpretation by others of information presented on this log. Reviewed By Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 425-827-7701 Fax: 425-827-5424 Renton Assembly of God Renton, Washington KE98433G October 1998 EXPLORATION BORING LOG Number EB-3 Page 1 of 2 SEDIMENT DESCRIPTION 1 ~-~-. "~"~' +~ ?" Wet, brown, fine sandy GRAVEL, trace silt. (Fill) r - - :i: l-a.. w 0 ......... ···················· .......... -5 Wet, gray, fine SAND, some silt, trace wood. (Recent Alluvium) ~ 10 . ------------------------------------------------------------------------1-- "' Saturated, gray, fine SAND, some silt. (Recent Alluvium)~ grades wtth little fine gravel Saturated, gray, fine to coarse, sandy GRAVEL, trace cobbles. ~ 15 - - - - -·-20 - - - -25 - - - -30 - - - ----------------------------------------------------------------------------. -- w .....I CL ~ (J) I I I sz STANDARD PENETRATION RESISTANCE BlowsJFaot 10 20 30 40 I I I 1 ... 23 I I I i i I I i ! I ! ATD I I I ,__6_"'--+---+_li__ I I gi. I I I i I I 7j. I I i I I ·- I I I i 29 ..J I I I Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by geologic interpretations, engineering analysis, aod judgment They are not necessarily representative of other times and locations. We wm not accept responsibillty for the use or interpretation by others of infonnation presented on this log. Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 425-827-7701 Fax: 425-827-5424 Reviewed By Renton Assembly of God Renton, Washington KE98433G October 1998 EXPLORATION BORING LOG Number EB-3 Page 2 of 2 I w 00'.'. STANDARD PENETRATION I-...J Zw RESISTANCE SEDIMENT DESCRIPTION a.. a.. 5 !;;: w :;l, Blows/Foot 0 <{ a: 3: (f) (!) 10 20 30 40 Gray, fine to coarse, sandy, fine GRAVEL, trace -I cobbles. (Undifferentiated) '-I '-I 146 ... _ .. BOH@39' ~40 .. '- '- '- ~45 '. - - 50 .. - - '- '- '- '--55 i I ' I '-I I i I - ! I - I I '-I '--60 I . I -I i - -i I : '-' <---65 I . I '-· : -' '-i I ' '-! Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by geologic inlerpre!alions. engineering analysis, and judgment They are not necessanly representative of other times and locations. We will not accept responsibility for the use or Interpretation by olhers of Information presented on this log. Reviewed By [____j Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 425-827-7701 Fax: 425-827-5424 Renton Assembly of God Renton, Washington KE98433G October 1998 EXPLORATION BORING LOG Number EB-4 I ti: LU ....I 0.. ;:j; STANDARD PENETRATION RESISTANCE SEDIMENT DESCRIPTION Damp, reddish-brown, fine SAND, some silt. (Slide Debris) Damp, reddish-brown, fine SAND, little to some fine gravel. - - - - LU 0 -5 -----------------------------------------------------------------------------. ~-10 Saturated, gray, fine SAND, some silt (Recent Alluvium) Wet, brown, fine to coarse, sandy, fine GRAVEL. -15 - - - __ (Undifferentiated) _________________________________________________ _ Saturated, gray, fine GRAVEL, some fine to coarse sand. (Undifferentiated) B0H@28' -20 - - - - -25 - - - -30 - - - - Blows/Foot ~ 10 20 30 I I I I 204 I I I i i ' ' I I I I I i I ' ' I ' i Subsurface condillons dep;cted represent our observations at the time and location of this e,cploratory hole, modified by geologic interpretations, engineering analysis, and judgment. They are not necessarily representative of other times and locations. We will not accept responsibility for the use or interpretation by others of infonnation presented on this log. Reviewed By Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 425-827-7701 Fax: 425-827-5424 Renton Assembly of God Renton, Washington KE98433G October 1998 40 i I lso/5" I ! ' i I ' Associated Earth Sciences, Inc. Exploration Log ~ ~ ~ ~ ~ -------. ---- I -- I Project Number Exploration Number Sheet KE98433A EB-5 I 1 of 2 ---- Project Name _ Renton New Life Church. Ground Surface Elevation (ft) _.1.1__4'._ ___ Location King Count)'. WA Driller/Equipment Environmental Diillio.g__ Hammer Weight/Drop 140# / 30" . - g • ~o .'!! .c .0 .c 0 ~~ 15. s E • T • (!)<n 0 "' DESCRIPTION h----~---· _ Asphalt Pavin..9 ____ ·---------Alluvium S-1 Medium dense, very moist, gray, fine SAND. tittle silt. (SP) ~ 5 N N 3 , S-2 Loose, very moist, brown, fine SAND, few silt, few fine gravel (SP) 10 S-3 Very loose, wet, gray, fine SAND, few to little silt, few fine gravel (SP) f-15 Vashon to Pre·Vashon Undifferentiated sediments S-4 Medium dense, wet, brown, fine to coarse SAND, with fine to coarse gravel, few silt (SW) ~ 20 S-5 Dense. wet, brown, fine to coarse SAND with fine to coarse gravel, few silt (SW) -25 As above. S-6 ~ 30 S-7 Blow count may be overstated due to cobble 35 S-8 Very dense, wet, gray, fine to coarse gravelly fine to coarse SAND, little silt. (SW lo SM) Bottom of exploration boring at 39 feet Sampler Type (ST): [D 2" OD Split Spoon Sampler (SPT) D No Recovery M -Moisture [I] 3" OD Split Spoon Sampler {D & M) I] Ring Sample 5l-Water Level() Datum .Barghausen 6f2.4LQ5_ Date Start/Finish ...li.1410 5 7/14/05-..___ Hole Dlameter (in) _ft'.' C ~= J'l 0 • ~]! • <D Blows/Foot • ..., ,; ~ . 1--SE !! _Q :;; ~"' .c 0 5 0 10 20 30 40 / 5 .. ,, 6 6 I ' 0 ... , 2 ' ' Ix 2 .. , I 1 1 11 "21 ID 11 l. 21 19 11 ' ' 15 ... ,. 19 °"' L50/ ~ 25 44 90 46 Logged by: BWG Approved by: ~ Grab Sample 0 Shelby Tube Sample!'.. Water Level at time of drilling (ATD) Associated Earth Sciences, Inc. Exolora!ion LQg_ ml ~ ~ ~ ~ Project Number I Exploration Number I Sheet KE98433A EB-6 1 of 1 Project Name Renton New Life Churgh Ground Surfar..e Elevation (ft) 116' Location King Count~ WA Datum Bar:gba11sea 6l24l05 Driller/Equipment Eovironmental Drilling Date Start/Finish ZIM/05 Z/14/05 Hammer Weight/Drop 140#/ 30" Hole Diameter {in) 8'' g C l: .'!l ID u-.Q ID ID ·-0 =© <» ie Blows/Foot ID 0. ~.n ~ ID >-£ ~[ <»-~ ~ C. s E s~ 2 .Q ~ ID T ro (9"' 5 0 "' 0 ~ "' DESCRIPTION " 10 20 30 40 h ____________ Asptt.aliPaYin,g ___ · ______ .. -Alluvium S-1 Loose, very moist, brown, fine to medium SAND, little silt to with silt. 2 °'10 (SP-SM) 4 6 I-5 Becomes medium dense. • i..,1 S-2 5 6 10 :,: S-3 Loose, wet, mixed brown and fiay, fine to coarse SAND, little fine gravel, 2 "• few silt. few organic (peat and ine sticks). (SW) 2 4 -15 1----- Vashon lo Pre-Vashon Undifferentiated Sediments S-4 Medium dense, wet, brown, fine to coarse gravelly, fine to coarse SAND, 7 "2, few silt. (SW) 9 14 20 S-5 Dense, wet. brown, fine to coarse gravelly, fine lo coarse SANO, few silt I 5 ,., (SW) to I " ~ 25 S-6 As above II 16 ,., 20 ~ 30 S-7 Becomes very dense " 0/• . 50/," ~--------- L.... 35· Boltorn of exploration boring at 33 5 feet ~ 0 N ::i 1 , < 0: ~ ~ Sampler Type (ST): M rn D No Recovery Logged by: i 2" OD Split Spoon Sampler (SPT) M -Moisture BWG ~ ~ rn 3" OD Splil Spoon Sampler (D & M) I] Ring Sample 'Sl. Water Level () Approved by: 0 0 ~ lZ] Shelby Tube Sample!. Water Level at time of drilling (ATD} ~ Grab Sample w < Associated Earth Sciences, Inc. 1............--,-~- Exoloration Loa ~ ~ ~ ~ ~ t I --- Project Number Exploration Number Sheet KE98433A I EB-7 1 of 2 Project Name Renton New Life Church ----Ground Surface Elevation (ft) 117' Location King Coun_t¥ WA Datum Bacgba11seo 6l24£Q5__ Driller/Equipment Environmental Drilling Date StarUFinish 7/14/Q5 7114105____ Hammer Weight/Drop 140# / 30" Hole Diameter (in) _8_" __ -,s-- g C ID 2 • u-_Q > a w ID --0 ="iii ID~ Blows/Foot • ~ ci ~D ~ w >-"-E ID-~ ~ 15_ s E ~" sE ~ • m '-'"' 2 0 Cl T "' 0 ~ a) ,5 DESCRIPTION u 10 20 30 40 0 l _____ , ___ ______ Asphalt Pavin_g ____________ .,. Alluvlum S-1 Medium dense, moist, brown, fine SAND. few silt. (SP) 6 .0.15 7 9 5 I ' S-2 Grades to loose 2 2 ., J -10 "' S-3 Loose, wet. brown, fine SAND, little silt, trace fine gravel (SP to SM) J ... 3 4 -15 S-4 Loose, wet, brown, fine gravelly, fine to coarse SAND, few sill. (SW) 0 .... 3 5 -20 S-5 As above, becomes medium dense. 4 ... , ' ---------------------------------Vashon to Pre-Vashon Undifferentiated Sediments ' ~ 25 I I S-6 Very dense, wet, brown, fine GRAVEL with fine to coarse sand, few silt 3 (GW) 16 54 38 ~ 30 S-7 As above 9 1J 51 38 ~ 35 7 S-8 JS 50/ " 0/ Sampler Type (ST). [I] 2" 00 Split Spoon Sampler (SPT) D No Recovery M -Moisture Logged by: BWG [I] 3" OD Split Spoon Sampler (D & M) I] Ring Sample S/. Water Level () Approved by: ~ Grab Sample 0 Shelby Tube Sample!. Water Level al time of drilling (ATD) Associated Earth Sciences. Inc. Exnloration Lon ~ ~ ~ ~ 0 Project Number I Exploration Number I Sheet KE98433A EB-7 2 of 2 Project Name Renton New Lil§ Church Ground Surface Elevation (ft) lff Location King Count~ WA Datum Bargba11Seo 6l24l05_ Driller/Equipment Environmental Drilling Date Start/Finish ZL:14i05 Zlj 4l05 Hammer Weighl/Drop 140# / 30" Hole Diameter (in) o.. ' ~m ~ g ~ o-0 >' -;;; -" ·-0 =i~ " !!! Blows/Foot " ~ ~.Q _, ~ f-a. a.E ~ ~ a. s E ~~ ,:~ $ 0 ,; " T ro (!)<ll 0 ~ en ~ 0 <I) DESCRIPTION C) i5 10 20 30 40 S-9 Very dense, wet, brown, fine SAND, few fine gravel, few silt (SP) 15 28 50! " --0/ . ' ~ 45 Bottom of exploration boring at 44 feet ~ 50 ~ 55 60 ~ 65 ~ 70 -75 Sampler Type (ST) [D 2" OD Split Spoon Sampler (SPT} 0 No Recovery M -Moisture Logged by: BWG Ill 3" OD Split Spoon Sampler (D & M) I] Ring Sample 'l-Water Level () Approved by: ~ Grab Sample 0 Shelby Tube Sample'! Water Level at time of drilling (ATD) Associated Earth Sciences, Inc. l:xploration Loa ml ~ ~ ~ ~ ~--- I -- Project Number Exploralion Number I Sheet KE98433A EB-8 1 of 2 - Project Name Renton New Lifs: Church Ground Surface Elevation (ft) 110' Location King_Counlt WA --·· --Datum _Bargba11seo 6l24l05 Driller/Equipment Environmental Drilling -----Date Starl/Finlsh 7.tJ 5L05 1l:15l05 Hammer Weight/Drop 140# / 30" Hole Diameter (in) 0" ------------~ -'"""··-·-T----- ' - g I 0- C ~ = J'J I w -0 0 . " w -" ~,, =~ Blows/Foot m ~ 0 it -' w I-·-~ 3 "ii s E ~E 1~1 " w T ro "(/) ~ D (/) 0 5 DESCRIPTION 0 10 30 40 20 h ____________ Asphalt Pavin_g ___ -----------/ Alluvium S-1 Loose, very moist, brown, fine SAND, little sill, little fine gravel (SP to SM) 3 ;., I 3 3 -5 S-2 Grades to gray. 2 '9 ' 5 -10 ,. S-3 Loose, wet, brown, fine to coarse SAND, little fine gravel, little silt. (SW) 2 •, 2 3 >-15 ' -----Vashon to Pre.Vashon Undifferentiated Sediments S-4 Medium dense, wet, brown, fine GRAVEL wi1h fine to coarse sand, few silt. " •, (GW) " 12 >-20 S-5 Blow count may be overstated. Very dense, wet. brown, fine GRAVEL with I 6 fine to coarse sand, few silt (GW) 0/ 50/" ' ' -25 i I I h-As above I " S-6 32 50/" Of f-30 I ' S-7 Becomes dense 5 7 •30 23 35 ~ S-B Becomes very dense. 3 g 35 50/" o,~~ Bottom of exploration boring at 39 feet Sampler Type (ST): I] 2" OD Split Spoon Sampler (SPT) D No Recovery M w Moisture Logged by: BWG I] 3" OD Split Spoon Sampler (D & M) I] Ring Sample '¥-Water Level () Approved by: l\':il Grab Sample 0 Shelby Tube Sample Y Water Level at time of drilling (ATD} ~ 0 w in w ~ Associated Earth Sciences, Inc. Exoloration Loa ~ ~ ~ ~ ~ Project Number I Exploration Number I Sheet KE98433A EB-9 1 of 1 Project Name Renton New Life Church Ground Surface Elevation (ft) 110' location KinQ Countt WA Datum Bargba11seo 6l24l05 Driller/Equipment Environmental Drillinn Dale Start/Finish Zll 5/05 Zll 5/05 Hammer WeighUDrop 140# I 30" Hole Diameter (in) ~" - g ~ ~~ • u-• ·-0 ~j • !!? Blows/Foot .c .0 .c C. ~[ --' . 15. s E 5~ -~ • T m lc)(f} 2..e 0 (f} 0 /; <D DESCRIPTION u 10 20 30 40 S·1 _ · __________ Grass and Toppoil __ --__ ---_ _. -----_I 3 Fill 9 ' 19 ---.....M.s1.d.l!,11n Q..eo._s~ y_e!Y molsLdark llio_w11,_ fioe_SP.,MD_wlth__sUt JSM.L ____ r 10 Alluvium S-2 Loose, very moist, gray, silty fine SAND. (SM) 3 ... 2 3 -5 8otlam of exploration boring al 4 feet L 10 L 15 L. 20 I I L. 25 ' 30 I 35 I I Sampler Type {ST): m 2" OD Splil Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: BWG [I] 3" OD Split Spoon Sampler (D & M) I] Ring Sample 'SJ_ Water Level () Approved by: IQ] Grab Sample 0 Shelby Tube Sample.!. Water Level al time of drilling (ATD) 2 • ~ i;; = 0 Associated Earth Sciences, Inc. h-Exaloration Log mi ~ ~ ~ ~ Project Number I Exploration Number ·· 1 Sheet ' KE98433A EB-10 1 of 1 Project Name RentQo New Life Church Ground Surface Elevation (ft) 110' Location Kiog Coun.!,c WA -Datum Bacgbai 1sen 6l24l05__ Driller/Equipment Environmental Drilling Date StarUFinish :Zlj 5l05,:Zlj 5l05 Hammer Weight/Drop 140# / 30" Hole Diameter (in) _8'.'._ g I C ~. * C o-0 w -0 :::: ·-g w <D ~ E n ~.o ..., 'iJ; Blows/Foot ~[ ·-~ ~ 0 s E :;~ ~ w T • C)(/) ~m ~ 0 (/) 0 15 DESCRIPTION CJ 20 to 30 40 I _______ ,. _____ Grass and Tfapsoil __ ~---------~ 3 I S-1 Alluvium 3 .. loose, very moist. gray, silly fine SAND (SM) 4 S-2 2 •s 2 II 3 ~ 5 Bot1om of exploration boring at 4 feet to i ~ 15 ' ~ 20 I -25 -30 -35 Sampler Type (ST): [I] 2" OD Split Spoon Sampler (SPn 0 No Recovery M -Moisture Logged by: BWG [I] 3" OD Split Spoon Sampler (D & M) I] Ring Sample 'il-Water Level () Approved by: [\'jJ Grab Sample [2J Shelby Tube Sample.!. Water Level at time of drilling (ATD) Associated Earth Sciences, Inc. I Exnloration Loa ~~~~~I Project Number I Exploration Number I Sheet KE98433A EB-11 1 of 1 - Project Name Renton New Life Church Ground Surface Elevation (ft) 112' Location King Coun!)I WA Datum _Bar.gba11seo 6l24l05..___ Driller/Equipment Environmental Drilling Date Start/Finish Ill 5105 7115/05..__ Hammer Weight/Drop 140# / 30" Hole Diameter (in) 8" --- g C ~ = -;; ~ u-0 ID -o 15j ID «> Blows/Foot ~ ~ .0 _, ,; ~ a_ ~[ o_ s E SE ~ ~ • 2 .Q ID T ro "II) 31 !O ~ 0 II) 0 15 DESCRIPTION () 10 20 30 40 S-1 --.. ____________ TopsJ>iLand..Y@fili ___________ _..... 2 .. ,, Alluvium 5 Medium dense, very moist, brown, silty fine SAND. (SM) 6 S-2 Becomes loose. 2 2 .. , ----' -5 Bottom of exploration boring at 4 feet -10 r 15 I f-20 i I r 25 I -30 -35 Sampler Type (ST): [Il 2" OD Split Spoon Sampler {SPT] 0 No Recovery M -Moisture Logged by: BWG [] 3" OD Split Spoon Sampler (D & M) I] Ring Sample '¥-Water Level () Approved b:t: ~ Grab Sample l2J Shelby Tube Sample :!. Water Level at time of drilling (ATD) Associated Earth Sciences, Inc. ---Ex(!loration Log ~ ~ ~ ~ ~ Project Number I Exploration Number I Sheet KE98433A EB-12 1 of 1 Project Name Renton New Life Church Ground Surface Elevation (ft) 108' Location King Count~ WA Datum _Unkn-·"'- Driller/Equipment EDI MOBIL 861/HSA Date Start/Finish 8l3L05 8l3l05 Hammer Weight/Drop 140# / 30" Hole Diameter (in) Q" ----· -- g cru .'l w u-0 > • w • ·-0 ~-i . "' Blows/Foot • ~.o --' ,; ~ ii ~[ r- a. s E sf!' ~ ~ • • 0 • T rn """ ~ co 5 0 (f) 0 DESCRIPTION () 10 20 30 40 Sod -Fill S-1 Moist, brown, fine sandy SILT {ML); styrofoam in cuttings. 2 ... , 4 ..L --------------Alluvium 4 ~ 5 Gravelly (inferred from drifting action) No gravel (inferred from drilling action). S-2 Very moist, brown, silly fine SAND (SM) 1 ... , 2 3 ~ 10 I S-3 Becomes mottled gray below 13'. !'. 1 ... ,, VilShon to Pre-Vashon Undifferentiated Sediments -B 15 Wet, rusty brown, GRAVEL, little sand, trace silt (GW) -15 S-4 Grades lo a gray, fine GRAVEL (GP) with interbeds of fine to medium 2 . ,, SAND (SP) 5 14 -20 S-5 Gravel becomes well graded (GW) 3 ... ,, 14 1B ~ 25 (1 1/2' of heave in auger after drilling to 17 1/2', driller flushed out prior to sampling) S-6 5 B 5S ____JQoor recovery} 48 -30 Bottom of exploration boring at 29 feet -35 ~ 0 0 N "' N i < • "' ~ Sampler Type (ST): < M M [D D No Recovery iii 2" OD Split Spoon Sampler (SPT) M-Moisture Logged by: TJP ~ [[] 3" OD Split Spoon Sampler (D & M) I] Ring Sample 'l-Water Level O Approved by: 0 m lill 0 Shelby Tube Sample.!. Water Level at time of drilling (ATD) " Grab Sample w < Associated Earth Sciences, Inc. Exoloration Loa ~ ~ ~ ~ 0 Project Number I Exploration Number I Sheet KE98433A EB-13 1 of 1 Project Name -Renton New Life Church Ground Surtace Elevation {ft) 111' Location King Count,, WA Datum ...l1nkno.wn.__ Driller/Equipment EDI MOBIL 861/1::ISll Date Start/Finish 813105 Bl31D5 Hammer Weight/Drop 140# / 30" Hole Diameter (in) Jl" g ~ ~--!l ~ o-~f _!! -0 m «> Blows/Foot /". ~ .c :' ~ = 0. ~t ~E 0. s E $..Q ~ w T m """ 8 ~"' ~ 0 (/) 15 DESCRIPTION 10 20 30 40 Sod Fill S-1 Moist, dark gray, silty fine SAND. trace gravel (SM). 1 •2 1 1 -5 Gravel layer presenl at 6' S-2 2 .. , 2 Alluvium 3 Very moist, brown, silty SAND (SM) -10 I ' Becomes rust brown. 1 .. , S-3 2 Becomes gray with abundant organics (peat-like} ' ~ 15 -Vashon to Pre.Vashon Undifferentiated lC Gravelly at 15'. S-4 Wet, gray, GRAVEL (GW) interbedded with wet, brownish gray, fine to 5 .. 7 medium SAND, trace silt (SP)_ 17 20 ~ 20 I S-5 Wood present in tip of sampler 9 •2 10 16 ~ 25 S-6 Piece of wood present in middle of sample 20 28 ~78/ I" !0/ ~ 30 Bottom of e}(ploration boring at 29 feet -35 Sampler Type (ST) DJ 2" OD Spl~ Spoon Sample, (SPT) 0 No Recovery M· Moisture Logged by: TJP Ill 3" OD Split Spoon Sampler (D & M) I] Ring Sample 2 Water Level () Approved by: ~ Grab Sample 0 Shelby Tube Sample :f Water Level at time of drilling (ATD) Associated Earth Sciences, Inc. Exoloration Log ~ ~ ~ [jj ~ ---- I Project Number I Exploration Number Sheet KE98433A EB-14 1 of 1 "'"- Project Name Renton New Life Church Ground Surface Elevation (fl) 110' Location .15lng Count~ WA Datum _Linknnwn Driller/Equipment EDI MOBIL 861lHSA Date Start/Finish 8l4l05 8/'4l05.______~- Hammer WeighUDrop 140# / 30" Hole Diameter (in) "" -- C ID • g • o-0 > a "' .,, -0 ~j ID SE Blows/Foot ID ~ ~,, _, . 1-- ~ e"[ ~ ~ <i s E :s:E ID O ~ ID T ro ""' ~ ca 5 0 "' 0 DESCRIPTION (J 0 10 20 30 40 \.·--· ____ 2" As~halt __ Concre:t~ Pavement ,. Afluvium S-1 Very moist, dark gray, silty fine to medium SAND (SM) 2 .. 3 4 I-5 ----·· ----------------------------- S-2 2 .. , 2 4 ~ 10 Gravel present at 10' ~--------------------------------Vashon to Pre-Vashon Undifferentiated S-3 Gravelly below 12' 7 .. ,, I Wet, gray, fine to medium GRAVEL, liUle sand (GP). J: 10 ! 13 I-15 S-4 Very moist, dark gray, SILT, lrace fine sand (ML) 8 .. 7 20 17 20 ---------------------------------- S-5 Wet, brownish gray, fine to medium SAND, trace silt (SP) interbedded with 9 wet. gray, fine to medium GRAVEL (GP) 19 52 33 -25 (1 1f2' of heave present at 27 1/2'; driller flushed out prior to sampling) S·6 I 5 l,l.31 10 21 -30 5.7 ( 1 1/2' of heave present al 32 1/2', driller flushed out prior to sampling) 6 .. ,, 18 __ (Qoor recove ' 15 -35 Bottom of exploration boring al 34 feet Sampler Type (ST): [O 2H OD Split Spoon Sampler (SPT) D No Recovery M-Moisture Logged by: TJP [O 3" OD Split Spoon Sampler (D & M) [] Ring Sample 'Sf. Water Level O Approved by: !'ii Grab Sample 0 Shelby Tube Sample.!. Water Level at tfme of drilling (ATD) Associated Earth Sciences, Inc. Exnloration Loi ~ ~ ~ ~ ~ Project Number I Exploralion Numbe~-Sheet KE98433A EB-15 1 of 1 Project Name Renton New Life Church Ground Surface Elevation (ft) 110' Location Kiog Count~ WA Datum 1 lokoowo Driller/Equipment EDI MOBIL 861/HSA Date Start/Finish __8/!1105 814/05 Hammer WeighUDrop 140#130" Hole Diameter (in) --8'.'._ -- C ~~ 0 g 0 u-0 '" .'!! -0 'ii~ ID <O Blows/Foot ID ~D --' " z. 0. o. E ~ ~ ,-s E ~ >, SE 2 .Q ;;; ID T m '-'"' ~ "' 6 0 "' 0 DESCRIPTION u 10 20 30 40 k ':I." Asi;ihalt Concrete Pavermm1 _J Alluvium S-1 Very moist, dark gray, silty SAND with grave! (SM). 5 ... " 7 B ~ 5 --------------------------------- Very moist, dark gray, SILT, trace fine sand (ML) S-2 1 ' • 9 Very moist, dark gray, fine SAND with gravel, few sill (SP) • '--10 -· -----··-. -------------------------~ Vashon to Pre-Vashon Undifferentiated Becomes gravelly below 10'. S-3 Wet, gray, GRAVEL, few sand (GW) ? 14 25 . ., (blow count likely overstated due to gravel content) " ~ 15 ! ' S-4 Little sand, gravel becomes fine to medium (GP). 7 18 •,o 22 ' 20 L.--------------· ------------------ (difficult drilling) S-5 Wet, gray, fine to medium SAND, trace silt (SP) interbedded with fine to 7 medium gravel (GP). 19 ' 53 " '--25 ! i I I S-6 11 4B · 78/ 1" 01 ' 30 Bottom of exploration boring at 29 feet ' 35 Sampler Type (ST): I] 2" OD Split Spoon Sampler {SPT) D No Recovery M -Moisture Logged by: TJP [D 3" OD Split Spoon Sampler (D & M) (1 Ring Sample 'SJ. Water Level {) Approved by: ~ Grab Sample IZ) Shelby Tube Sample.! Water Level at time of drilling (ATD) Associated Earth Sciences, Inc. ~·--· Ex~loration Log ··-- ~ ~ ~ ~ ~ Project Number I Exploration Number - I Sheet KE98433A EB-16 1 of 1 Project Name Renton New Life Church Ground Surface Elevation (ft) Location J<;ing Count~ WA Datum __NIA Driller/Equipment Davies Drilling Date Start/Finish 912 2/05, 9122/05__ --- Hammer Weight/Drop 140# / 30" Hole Diameter (in) -. -·· g c ID J'l m -~O 0 > a m " =v'.fil " <D Blows/Foot • ~ <i .c.o -' " f-~E ~ ~ s E ~~ 5~ 2 0 a • T rn (9UJ a ~m .c 0 lfJ DESCRIPTION 0 6 10 20 30 40 S-1 _____________ Grass and Top~oil _____ -··-----~ 2 ... , Alluvium 3 Loose, moist, brown, fine SAND, little silt (SP to SM) 3 -5 Becomes very moist to wet S-2 6 ... 4 3 10 Loose, very moist to we!, reddish brown, medium SAND, little fine gravel, S-3 3 few to trace silt (SP). 4 •10 ________________ . _________ f,tJ_oQe@&_gra_y_eJlyJ)!j__ '!'. 6 Vashon to Pre-Vashon Undifferentiated Sediments I -15 T Medium dense, wet, brown, fine to coarse SAND, tittle fine to coarse S-4 7 gravel, few silt (SW). 15 ... ,, ~ 10 -20 Medium dense, wet, gray, fine to coarse SAND with fine gravel, few silt S-5 ' ... 1, (SW}. 10 B I-25 As above S-6 16 • 1, 10 B -30 As above ' 8 S-7 10 .t.23 Au-~r r"'f"Sat on houlder. 13 Bottom of exploration boring at J 1 5 feet -35 • E I Sampler Type (ST): [I] 2" OD Split Spoon Sampler (SPT) D No Recovery M -Moisture Logged by: BWG [I] 3" OD Split Spoon Sampler (D & M) I] Ring Sample '2 Water Level O Approved by: ~ Grab Sample IZI Shelby Tube Sample Y Water Level at time of drilling (ATD) Associated Earth Sciences, Inc. Exoloration Loa ~ ~ ~ [!ti ~ Project Number I Exploration Number I Sheet KE98433A EB-17 1 of 1 Project Name Renton New Life Church Ground Surface Elevation (ft) ---·-- location King_Count¥ WA Datum "" Driller/Equipment Davie~ Qcilling Date Start/Finish 9l22l05 9l22l05 Hammer WeighUDrop 140#130" Hole Diameter {in) g C 0 ID • u-.e >' ;;; -0 • '!? • .c .0 ~:m Blows/Foot • ~ C. ~[ ~ ID 1--C. s E ;: E -~ t 2 0 • T ~ (!) U) ~ iii ~ 0 U) DESCRIPTION 8 i5 10 20 30 40 S-1 ~ ___________ .Grass and Topsoil __ -------------2 .... Alluvium ' loose, moist, brown, fine SAND, little silt (SP) ' ~ 5 ,I S-2 Becomes very moist to wet and grades lo with sill (SM} ... ' 4 -10 Grades to gray (SM). S-3 3 4 •10 6 !'. 15 Grades to silty (SM). S-4 1 ' 9 4 k ______________________ Moderate g_raveJ!yJJA 5 Vashon to Pre-Vashon Undifferentiated Sediments L 20 Medium dense, wet, gray, fine to coarse SAND, little fine to coarse gravel, S-5 15 ... ,, few silt (SW). 15 13 L 25 1' heave spun out S-6 15 .. , Becomes dense. 16 20 ' 30 S-7 19 ~---------------------------------32 53 Hard, wet, gray, Sil T with multi-directional fractures. 21 35 As above. S-8 11 " ... ! " Bottom of exploration boring at 36 s feet Sampler Type (ST): DJ 2" OD Split Spoon Sampler (SPT) D No Recovery M -Moisture Logged by: BWG I]] 3" OD Split Spoon Sampler (D & M) I] Ring Sample 'SJ. Water Level O Approved by: ~ Grab Sample 0 Shelby Tube Sample .? Water Level at lime of cf rilling (ATD) Associated Earth Sciences, Inc. Exoloration Log________ __ ~~~- ~ ~ ~ ~ 0 Project Number I Exploration Number L Sheet KE98433A EB-18 1 of 1 ---·-· ---- Project Name --Renton New Life Church Ground Surface Elevation (ft) -------- location King Count~ WA Datum __NIii --- Driller/Equipment Davies Drilling Date Start/Finish _9122/05 9122105 Hammer Weight/Drop 140# / 30" Hole Diameter (in) ------------~ . ··-- C ~: m g ~ o-0 -;;; © -0 =~ © se Blows/Foot © ~,, ~ ~ ... ~ 15. "-E ©-~ ~ 15. s E ~ >-s~ 2 _Q ~ © T ~ "'U) ! 0 ~a, ~ 0 U) DESCRIPTION 0 i5 10 20 30 40 S-1 --___________ YrASS and To~oil ___________ ~ 4 ... I Alluvium 3 Loose, moist, brown, fine SAND, liltle silt (SP to SM). 3 5 Becomes very moist to wet. S-2 21 .. 5 2, 3' lC Moderate gravelly DA r 10 I Medium dense. wet, reddish brown, fine gravelly fine to coarse SAND, few a I S-3 coarse gravel or cobbles, few silt (SW). 8 .. , 7 ~-------------------------------- r 15 . Vashon to Pre-Vashon Undifferentiated Sediments S-4 Dense, wet, gray, fine to coarse SAND, litt!e fine to coarse gravel, few silt 15 '49 (SW)_ 30 19 r 20 Medium dense, wet, gray, fine lo coarse SAND with fine gravel, few silt. i S-5 13 .. ,, 12 11 f--25 6" heave pounded through, gradation as above. S-6 17 I 21 •40 19 I I ' f--30 I S-7 Becomes very dense I 0111" I 50/ " I ' ~ 35 Very dense, wet, mottled gray, fine to coarse SAND, little fine gravel, few S-8 26 sil1(SW). 39 50/ ' -----· . ---"' ·--·-· ~ --,-0/1~ BoUom of exploration boring at 36 5 feet Sampler Type (ST): [IJ 2" OD Split Spoon Sampler (SPT) D No Recovery M -Moisture Logged by: BWG [I) 3" OD Split Spoon Sampler (D & M) I] Ring Sample '5j_ Water Level O Approved by: ~ Grab Sample [2] Shelby Tube Sample:?. Water level at time of drilling (ATD) i is m a; w < Associated Earth Sciences, Inc. Exoloration Lon ~ ~ ~ ~ ~ Project Number I Exploration Number I Sheet KE98433A EB-19 1 of 1 ' -Project Name Renton New Life Church Ground Surface Elevation (ft) Location King Count~ WA Datum ~ "" Driller/Equipment Davies Drilling Date Start/Finish 9122/05,9122/05 Hammer WeighUDrop 140#/ 30" Hole Diameter (in) g C "iiS .,, ~ o- =~ > a ~ ID ·-0 ID S(1 Blows/Foot ID ~~ 5 a. ~[ ..., ~ f--ID-~ ~ 0. s E $~ ID O :;; ID T rn "'"' ~m ~ 0 "' 0 i5 DESCRIPTION C) 10 20 30 40 S-1 ____________ Grass and Toru;oil ___________ ~ 4 ... Alluvium 4 Loose, moist, brown. fine SAND, little sill (SM}. 4 ' L 5 S-2 Loose, moist, mottled gray, fine to coarse SAND, little fine gravel, few silt 3 .. 5 (SW). 3 2 --______________________ M..osieflJre.gr;rveJJyJ)A Vashon to Pre-Vashon Undifferentiated Sediments lC L 10 Medium dense, wet, brown, fine gravelly fine to coarse SAND, little silt S-3 1D (SW). 14 ' 29 15 L 15 As abo\le. 12 S-4 16 .. , 20 ' L 20 Dense, wet. brown, fine gravelly fine to coarse SAND, few silt (SW). S-5 11 1,1.,, 16 15 L 25 i Very dense, gray, fine to coarse gravelly fine to coarse SAND, few silt S-6 40 ' 29 5\ 22 S-7 \ 22 ••• " L 30 As above. S-8 34 01 50/ " Bottom of exploralion boring at 31 feel I ' 35 Sampler Type (ST): [D 2" OD Split Spoon Sampler {SPT} D No Recovery M -Moisture Logged by: BWG [D 3" OD Splfl Spoon Sampler (D & M) [] Ring Sample '5l. Water Level () Approved by: f!1l Grab Sample 0 Shelby Tube Sample.! Water Le\lel at time of drilling (ATD) Associated Earth Sciences, Inc. Exoloration Loa ~ ~ ~ [!j [a --~-----r Exploration Number I Sheet Project Number KE98433A EB-20 1 of 1 Project Name Renton New Life Church ---Ground Surface Elevation (ft) location King Count~ WA --------Datum __lllA_ Driller/Equipment Davies Drilling -·--------------------~-Date Start/Finish JlL.22105,912.2/.0E__ Hammer Weight/Drop 140# / 30" Hole Diameter (in) -li~ g C © J'J ~ o-1 0 > = ~ ID ·-0 it~~ Blows/Foot ID r C. -g_ .D . ,-a. s E ~EI E2~ ~ ID T ro 00' I ~ D "' I 8 ~ en 5 DESCRIPTION 10 20 30 40 S-1 Grass and Topsoil /; .. ,, I I ---------------------------------Alluvium Medium dense, moist, brown, fine SAND, little sill (SP to SM} I I I -5 loose, moist, reddish brown, fine SAND, litue silt (SP). S-2 I 3 .. 5 2 3 ---------------------------------)' Vashon to Pre~Vashon Undifferentiated Sediments r 10 Dense, wet, brown, fine to coarse SAND with fine to coarse gravel, few silt S-3 7 .. ,, (SW) 17 19 I r 15 Medium dense, wet, gray, fine lo coarse SAND with fine lo coarse gravel, S-4 25 .. 2, few sill (SW). 14 12 ' -20 Dense, wet, gray, fine to coarse GRAVEL with fine to coarse sand, few si!t S-5 22 .. ~. (GW). 24 14 -25 1 Becomes very dense. S-6 " u 40 501!" o,,. -30 As above. S-7 2B 32 71 39 Bottom of e>:ploration boting at 31 5 feet I -35 Sampler Type (ST): OJ 2" OD Split Spoon Sampler {SPn 0 No Recovery M -Moisture Logged by: BWG OJ 3" OD Sptil Spoon Sampler (D & M) I] Ring Sample '5l. Water Level () Approved by: l1S Grab Sample (2J Shelby Tube Sample.! Water Level at time of drilling (ATD) Associated Earth Sciences, Inc. Exploration LoQ ~ [I] ~ 821 ~ Project Number I Exploration Number I Sheet ' -KE98433A EB-21 1 of 1 Project Name Renton New Life Church Ground Surface Elevation (ft) 124 feet Location King Countl WA Datum WA Driller/Equipment Environmental Drilling Date Start/Finish 413/0Z 413/0Z Hammer Weight/Drop 140# I 30" ___ ------Hole Diameter (in) a iocbes -- g C ]? = ~ ~ o-0 -" ·-0 =~ ID ,e ID -C.c -' ~ Blows/Foot -C ~ ~[ >-a_ s E ~]-~ ~ ~ !!? .2 ID T m CJ"' ~"' £ 0 "' 0 DESCRIPTION " 10 20 30 40 0 -.. .Gravel surf a r i Fill S-1 Loose, very moist, brown, mixed fine SAND, with silt. pea gravel, and fine ' .. , gravel (crushed rock) (SM). ' ' -5 ---------------------------------Alluvium S-2 Medium dense, very moist, brown, fine SAND, with sill (SM). • .. ,, 6 6 10 lC S-3 Loose, wet, brown, fine SAND, few silt (SP) 3 .. 3 4 >-15 S-4 Becomes very loose. D .. , 1 2 ~ 20 S-5 Becomes loose. ' 4 '9 5 ~ 25 ~ -------' -Vilsh0n to Pre-Vashon Undifferentiated Sediments ' i I Medium dense, wet, gray, fine SAND, with silt, little fine gravel (SM). 5 I S-6 7 A14 7 >-30 S-7 Medium dense, wet, gray, fine to coarse SAND, with fine gravel, few silt ' .. 7 (SW). a 9 -35 Bottom of exploration boring at 34 5 feel Auger refusal on boulder at 34 .5 feet Sampler Type {ST): [D 2" OD Split Spoon Sampler (SPT) D No Recovery M -Moisture Logged by: BWG [I] 3M OD Split Spoon Sampler (D & M) IJ Ring Sample '5l-Waler Level () Approved by: iQJ Grab Sample 0 Shelby Tube Sample.! Water Level at time of drilling (ATD) Associated Earth Sciences, lnc. Exoloration Loa ~ w ~ &21 [a Project Number I Exploration Number I Sheet . KE98433A EB-22 1 of 1 -. Project Name Renton New Life Church Ground Surface Elevation (ft) 123 feet Location King Countt WA .. -----Datum ..b!LA.__ ___ ,__ - Driller/Equipment Environmental Dcilling ~----Date Start/Finish A12,JJJL,413/QZ Hammer WeighUDrop 140# / 3n" Hole Oiameler (in) JLiocbes f---,----- I - §: C ~. • o-0 ID -0 ~~ ID <O Blows/Foot ~.o __,;;; ~ ci o. E 0. s E ~ "' s~ ' ~ ID ro "U) 2 .2 0 T U) 0 i ro DESCRIPTION 0 10 20 30 40 '-8fil>~l navinn. Alluvium ---~1 S-1 Medium dense, very moist, brown, fine SAND, with sill, few fine gravel a A.12 (SM). 6 6 -5 S-2 loose, very moist, brown, fine SAND, with silt (SM). 2 .. 2 5 10 S-3 Loose, very moist, gray with red oxidized stringers, fine SAND, with sill 1 .. , (SM). 1 7 I ~ 15 l' S-4 Loose, wet, brown, fine SAND, with sill (SP to SM). 3 J 9 4 5 f-20 I S-5 Medium dense, wet, brown, fine to coarse SAND, with silt, trace fine to 0 16.11 coarse gravel (SM). 4 7 f-25 c------Vashon to Pre.Vashon Undifferentiated Sediments ------ I S-6 Medium dense, wet, brown. fine to coarse SAND, with fine gravet, little si!t 5 .. ,, (SW to SM). 8 10 -30 I I S-7 Very dense (blowcount overstated), wel, gray, fine lo coarse SAND. with 24 fine gravel, few sill (SW). 40 63 23 , 35 S-6 Blowcount overstated Gradation as above. 14 .. ., 28 ~ ii « 0 m a; w < -._ .. 14 -40 Bottom of exploration boring al :39 feel Sampler Type (ST): [D 2" OD Split Spoon Sampler {SPT) 0 No Recovery M • Moisture [D 3" OD Split Spoon Sampler (D & M) I] Ring Sample Sl Water Level () [ill Grab Sample 0 Shelby Tube Sample .f Water Level at time of drilling (ATD) Logged by: BWG Approved by: J!l • ID )- ;;; ~ 5 I I I I I I I I I I I I I I I I I I I I I I I Sewall Wetland Consulting. Inc. NEW LIFE CHURCH REVISED WETLAND AND STREAM ANALYSIS AND MITIGATION REPORT CITY OF RENTON, WASHINGTON ----···---··---· ~t''.':.1!l Y'\tbL 1 r ·onsl'lti.ig. ~:ic. 2764 ! (; , ·ngton \\/ay ·~I -1 (\)~ · ;.ngNn. WA 98~!-! - Prepared For: New Life Church 15711152"d Avenue SE Renton, WA 98058 .July 13, 2009 .Job#99-101 Phone: 253-859-0515 fa~: 253-852-4"32 Sewall Wetland Consultin Inc. NEW LIFE CHURCH REVISED WETLAND AND STREAM ANALYSIS AND MITIGATION REPORT CITY OF RENTON, WASHINGTON Sewall Wetland Consulting, Inc. 27641 Covington Way SE #2 Covington, WA 98042 Prepared For: New Life Church 15711152'"' Avenue SE Renton, WA 98058 July 13, 2009 Job#99-I01 Phone: 253-859-0515 Fax: 253-852-4732 Sewall Wetland Consulting, Inc. ·--------- --sc...~~--,~~~ 27641 Covington Way SE #2 Phone: 253-859-0515 Covington, WA 98042 Fax: 253-852-4732 NEW LIFE CHURCH REVISED WETLAND AND STREAM ANALYSIS AND MffiGATION REPORT CITY OF RENTON, WASHINGTON 1.0 INTRODUCTION I. I Location This report describes jurisdictional wetlands and streams on the New Life Church property located at 15025 SE Maple Valley Highway, King County, Washington. Specifically, the subject property is located in a portion of the SW Y. of Section 23, Township 23 North, Range 5 East of the W.M. in the City of Renton, King County, Washington. For the purposes of this report, the "site" is the area lying north of the steep bank that encompasses the south half of the overall New Life Church parcel. ..,., ~ /;/ 159TH .., t; Pl if' /lf , ' ' / J J • ,.; i_il!J !lti~ i ,· ~, Ji.I ' o.:. pi 1;,; -··-!/;; i -~ --)~ _,, "-/ !),/ 56TH ST 1.2 Proposed Use REVISED New Life I #99-101 Sewall Wetland Consulting, Inc. July 13, 2009 Page2 The proposed project includes the expansion of the existing church facility, parking area and storm water facility. The proposed project will cross Madsen Creek in an area near the center of the parking lot and through an area of stream buffer with the least existing vegetation. The purpose ofthis crossing is to maintain access to the west side of the site for continued use and future development and to remove a substandard, failing road crossing. The western portion of the project includes construction of a soccer field, associated parking areas and storm water facilities. Stream buffer reduction along the east side of Madsen Creek is proposed to accommodate necessary parking for the project and averaging will be utilized to compensate for the stream crossing buffer impact. The portion of the proposed reduced and/or averaged stream buffer that is currently degraded lawn will be enhanced with native trees, shrubs and habitat features. Additionally, a small amount of wetland buffer averaging will be employed along the east side of Wetland C to off-set impacts from the required paving of the existing fire lane. There will also be a temporary impact to the stream buffer near the southwest comer of the site for the placement of the storm water outfall. This area is currently pasture and will be restored with native trees and shrubs. 2.0 METHODOLOGY Ed Sewall of Sewall Wetland Consulting, Inc. delineated the wetland edges on-site on January 12, 1999. These edges were re-verified in June of2005 and in May of 2008. The ordinary high water mark of Madsen Creek was delineated by Tonya Smith of Sewall Wetland Consulting in September of2008 and surveyed by Barghausen Consulting Engineers, Inc. in 2008. The ordinary high water mark was identified as defined by Washington State Department of Ecology and the US Army Corps of Engineers. A combination of field indicators, including vegetation, soils, and hydrology were used to determine wetland edges. The wetlands on site were identified using methodology described in the Washington State Wetlands Identification and Delineation Manual (W ADOE, March 1997). This is the methodology currently recognized by the City of Renton and the State of Washington for wetland determinations and delineations. The wetland area identified would also be considered wetland using the methodology described in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987), as required by the US Army Corps of Engineers. The Washington State Wetlands Identification and Delineation Manual and the Corps of Engineers Wetlands Delineation Manual requires the use of the three parameter approach in identifying and delineating wetlands. A wetland should support a predominance of hydrophytic vegetation, have hydric soils and display wetland hydrology. To be considered hydrophytic vegetation, over 50% of the dominant species in an area must REVISED New Life I # 99-IO I &wall Wetland Consulting, Inc. July 13, 2009 Page3 have an indicator status of facultative (FAC), facultative wetland (FACW), or obligate wetland (OBL), according to the National List of Plant Species That Occur in Wetlands: Northwest (Region 9) (Reed, 1988). A hydric soil is "a soil that is saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper part". Anaerobic conditions are indicated in the field by soils with low chromas (2 or less), as determined by using the Munsell Soil Color Charts; iron oxide mottles; hydrogen sulfide odor and other indicators. Generally, wetland hydrology is defined by inundation or saturation to the surface for a consecutive period of 12.5% or greater of the growing season. Areas that contain indicators of wetland hydrology between 5%-12.5% of the growing season may or may not be wetlands depending upon other indicators. Field indicators include visual observation of soil inundation, saturation, oxidized rhizospheres, water marks on trees or other fixed objects, drift lines, etc. Under normal circumstances, indicators of all three parameters will be present in wetland areas. It should be noted wetland delineations on the site were verified and approved by King County in both 2001 and 2005. 3.0 OBSERVATIONS 3.1 Existing Site Documentation Prior to visiting the site, a review of several natural resource inventory maps was conducted. Resources reviewed included the King County Soil Survey, National Wetlands Inventory Map, the King County Wetland Inventory/iMap website, and the City of Renton Water Class Map. 3.1.1 Soil Survey According to the Soil Survey for the King County Area, Washington (Snyder et al. 1973) the eastern half of the site is mapped as Puyallup fine sandy loam (Py) and the western half is mapped as Newberg silt loam (Ng). Puyallup soils are well-drained soils that formed in alluvium, under grass, hardwoods, and conifers. Newberg soils are well- drained soils that formed in alluvium in the stream valleys, under grass, hardwoods, and conifers. Although, Puyallup and Newberg soils are not considered hydric soils according to the publication Hydric Soils of the United States (USDA NTCHS Pub No.1491, 1991), they can contain inclusions ofhydric soils such as Briscot, Oridia, Renton, Woodinville, and Puget soil series. -a_~:~~;fft,..f.;;;._·;..-·e~},_-· -o--..:·•---·----a-: ... Above: Soil Survey map of the site. REVISED New Life ///99-/01 Sewall Wetland Consulting, Inc. July 13, 2009 Page4 3.1.2 National Wetlands Inventory Map (NWI) The NWI map for the site depicts a very small wetland classified as P ABH (palustrine, aquatic bed, permanently flooded) mapped off-site to the east. In addition, the NWI shows a stream along the western property boundary and a small excavated pond next to the stream on the west edge of the site. p "' Map Legend ~~I --SITE Above: National Wetland Inventory Mop of the site. • CON.IS Cities 1 • ' I CONJ$ USGS ~ Ind.,. 2•K D COM.IS S&ae.s 1DOK 1-t CONUSCountiH 100K -'--r 41 w.t111>d PolJ90M • E-IMandllt.arlMD~ n ~·----•-weu ... cr 1::-::. f<Htlnlolf ~tent W«tand H ffHti-for-1Sftrut> Wild-,d [W fr""""*' Pond . ,_ [IJ oca.e, • Rt_.lM L°'"r'8 A"1il1bl•W.tl1nd 0.lla No wett ... d• DN Avllllable .__ .. ~ .. ~ .. ••r. 3.1.3 King County Wetlands Inventory/iMap Website REVISED New Life/ f/99-101 Sewall Wetland Consulting, inc. July 13, 2009 Page5 According to the King County Wetlands Inventory, there are no wetlands within 300 feet of the site. The pond areas are depicted as water bodies under "lakes and large rivers" shading. Madsen Creek is depicted crossing the site as a fish bearing stream (Class 2 water under City ofRenton Code). Above: King County iMap website aerial photographs with stream and wetland layers turned on. 3.1.4 City of Renton Water Classes Map According to the City of Renton Water Classes Map (see attachecf), Madsen Creek is depicted as a Class 2 Water. This is the only stream depicted on the site or v.~thin 100' of the site. 3.2 Field Observations --Uplands The eastern two-thirds of the site consist of an existing church building, parking area, and associated storm water facilities. The western third of the site is undeveloped and REVISED N= Life I # 99-101 Sewall Wetland Consulting, Inc. July 13, 2009 Page6 includes portions of Madsen Creek as well as three wetlands, and their associated buffers. The majority of this area is dry pasture vegetated with a mix of pasture grasses including tall fescue (Festuca arundinacea) and orchard grass (Dactylis glomerata). 3.3 Field Observations -Wetlands 3.3. 1 Wetland "A" Wetland "A" is in the southwest portion of the site located just east of Madsen Creek Wetland "A" appears to be an old excavated pond or a bermed remnant of wetland. It is connected to Wetland B, a similar type wetland located to the east, by a concrete flume type structure. Wetland "A" is characterized by a willow (Salix lasiandra) forest with some alder (Alnus rubra) and salmonberry (Rubus spectabilis) along the edges with an unconsolidated bottom portion in the middle. Wetland "A" is l l,875sf in size. This wetland was flagged with sequentially numbered pink flagging labeled Al-Al 4. Soil pits excavated within Wetland "A" revealed a black (IOYR 2/1) sandy loam soil. During our site visit, the soil was inundated to a depth of approximately 2' in the central portion of the wetland. Hydrologic inputs to this wetland include direct precipitation, runoff from the surrounding upland, overflow from Madsen Creek and Wetland C, and possibly some local groundwater discharge. Hydrologic outputs include evapo- transpiration, and possibly some groundwater recharge. According to the United States Fish and Wildlife (USFWS) wetland classification method (Cowardin et al. 1979), the wetland on-site would be classified as PUBX (palustrine, unconsolidated bottom, excavated), and PFOJ C (palustrine, forested, broad- leaved deciduous, seasonally flooded). Wetland "A" appears to meet the criteria of a Category 3 wetland due to the fact it is a severely disturbed wetland that has had historic alteration to its hydrology. Typically, Category 3 wetlands have a 25 foot buffer measured from the wetland edge. 3.3.2 Wetland "B" Wetland "B" is an 8,400sf scrub-shrub wetland that was delineated with flags B 1-B JO and is located in the southwest portion of the site located just east of Wetland "A". Wetland "B" is nearly identical in character to Wetland "A" appearing to be an old overgrown excavated pond. An old pump-house is located on one side of the wetland as well as a concrete flume connecting it to Wetland "A". The overstory vegetation in Wetland "B" consists of pacific willow <20' tall and some salmonberry. Soil pits excavated within the wetland revealed soils similar to those found in Wetland "A" and was inundated to a depth of approximately 12" in the central portion of the REVISED New Life I #99-101 Sewall Wetland Consulting, Inc. July 13, 2009 Page 7 wetland. Hydrologic inputs to this wetland include direct precipitation, runoff from the surrounding upland, and possibly some local groundwater discharge. Hydro logic outputs include surface flow into Wetland A, evapo-transpiration, and possibly some groundwater recharge. According to the United States Fish and Wildlife (USFWS) wetland classification method (Cowardin et al. 1979), the wetland on-site would be classified as PSS 1 C (palustrine, scrub-shrub, broad-leaved deciduous, seasonally flooded). Wetland "B" appears to meet the criteria of a Category 3 wetland due to the fact it is a severely disturbed wetland that has had historic alteration to its hydrology. Typically, Category 3 wetlands have a 25 foot buffer measured from the wetland edge. 3.3.3 Wetland "C" The eastern tip of a larger forested slope type wetland that extends to the south and west was delineated with flags C 1-C 11. This wetland is located at the base of a steep slope and appears to be a groundwater discharge point. This wetland is characterized by scrub- shrub and forested wetland vegetation including salmonberry, willow, red-osier dogwood (Cornus stolonifera), red alder and skunk cabbage (Lysichitum americanum). Soil pits excavated within the Wetland "C" revealed a black muck soil that was inundated with up to 12" of surface water during our site visit. Water from Wetland "C" flows into Wetland "A" through a culvert under an old road that separates Wetland "C" from Wetlands "A" & "B". Hydrologic inputs to Wetland "C" include direct precipitation, runoff from the surrounding upland, and groundwater discharge. Hydrologic outputs include surface flow into Wetland "A", evapo-transpiration, and possibly some groundwater recharge. According to the United States Fish and Wildlife (USFWS) wetland classification method (Cowardin et al. 1979), the wetland on-site would be classified PFOIC (palustrine, forested, broad-leaved deciduous, seasonally flooded), and PSS 1 C (palustrine, scrub-shrub, broad-leaved deciduous, seasonally flooded. Wetland "C" appears to meet the criteria of a Category 2 wetland due to the fact it has minimum evidence of disturbance and has only one wetland class. Typically, Category 2 wetlands have a 50 foot buffer measured from the wetland edge. 3.3.4 Madsen Creek Madsen Creek flows through a portion of the western part of the site. This portion of the site is in the vicinity of the proposed improvements for the New Life Assembly Church. Madsen Creek flows northerly down a steep sided ravine in the southern portion of the property before turning abruptly to the east at the toe of the hillside. At the easterly bend, RF.VISED New Life I# 99-10 J Sewall Wetland Consulting, Inc. July 13, 2009 Page8 Madsen Creek is within several hundred feet of the proposed site improvements. As a result, this is the area of the site that was studied and the ordinary high water mark (OHWM) of Madsen Creek was identified and flagged. Several years ago King County DNR constructed a flood overflow structure (several culverts and a ditch) to carry excessive storm flows straight to the north along the west edge of the site from the bend of Madsen Creek at the base of the slope (the southeasterly corner of the attached site plan). In a flood event, high waters in Madsen Creek would, bypass the main creek channel and flow due north in the King County-constructed bypass ditch, then under SR 169, and ultimately flow approximately 1,000' into the Cedar River. Madsen Creek main channel passes through the site then to the east along a series of old overgrown roadbeds, old fish ponds and berms and then flow to the north in a ditched straight line channel to SR 169. At SR 169, the channel makes a sharp turn to the west and in a meandering channel, flows westerly to the northwest comer of the site. At this point the creek passes through a culvert, the storm overflow ditch/culvert flows westerly along the south edge of SR 169 in a ditch for several hundred feet west of the site before flowing under SR 169 in a northwesterly direction. Madsen Creek passes through the site in an altered channel configuration, although fish habitat still appears to be high. Most of the stream in the study area is a mix of glides and riffies with several small plunge pools and small cascades created by large Jogs. Stream bed substrate ranges from sand and small gravel to areas of cobbles where flow is narrow and subsequent scour is higher. Some of the gravel areas appear highly cemented with silts and clays. Stream buffer areas on the site vary in quality. The southern portion of the study area has a forested area that was historically disturbed by the creation of fish ponds along the creek, construction of berms, as well as the construction of the storm overflow channel. In this area the buffer is an immature forested plant community comprised of red alder, salmonberry, Himalayan blackberry, Indian plum, red elderberry, and hazelnut. After the creek bends to the north and flows northerly, the buffer has been highly degraded on its easterly, and to a degree, its westerly side. As depicted on the attached site map, much of the easterly buffer is mowed lawn with a narrow band of deciduous trees, shrubs and blackberry along the east side. Several large firs are found in the lawn area. The westerly side of the creek in this area has a pasture that is occasionally mowed. Much of this buffer is heavily overgrown with blackberry. A large stand of black cottonwoods is found near just south of the proposed road crossing. This area has very dense Himalayan blackberry growth. Below are two photographs of the eastern stream buffer. The stream is located just within the tree-line on the left side of the photographs. REVISED New Life I #99-101 Sewall Wetland Consulting, Inc. July 13, 2009 Page9 Species known to utilize Madsen Creek include resident cutthroat trout, coho, and chum salmon. Its possible brook trout, rainbow trout and several species of sculpin and crayfish are also utilizing this stream. Wildlife species that were observed utilizing the RFV!SFJJ New Life 1 #99-101 Sewall Wetland Consulting, Inc. July 13, 2009 Page 10 creek habitat include raccoon, mule deer, and coyote. It is possible the upper portions of this creek support several common species of amphibians. "'' Above: Photograph of the stream channel depicting its close proximity to the mowed lawn. Madsen Creek is an important fisheries stream as well as providing a corridor for wildlife through the area of the site to access undeveloped forest to the south. The buffer areas are also in providing thermal protection to the stream, a source of organic matter to the channel, an important characteristic for invertebrates which in tum support fish using this creek. The eastern buffer in portions along SR 169 appears to provide some flood attenuation during storm flows as its elevation is very close to that of the channel. However, the buffer areas along both the east and west banks along the proposed improvements are degraded in portions. Madsen Creek is designated Class 2 water as defined by the City of Renton Code. Madsen Creek is located to the west of the proposed project and consists ofa perennial salmonid bearing stream. Typically, Class 2 waters have a I 00 foot buffer measured from the ordinary high water mark. 4.0 FUNCTIONS AND VALUES The overall value of wetlands on-site appears to be moderately low due to their disturbed character. However, waterfowl regularly use all of these wetlands due to the seasonal standing water as well as other wildlife species tolerant of close human contact. They also serve to store and attenuate stormwater as well as possibly store flood flows from Madsen Creek. REVISED New Life I #99-101 Sewall Wetland Consulting, Inc. July 13, 2009 Page 11 Madsen Creek is a valuable fisheries resource, although the current buffer function is low due to its mowed lawn character on the east side of the creek. The proposed enhancement plan will preserve the existing functions of the buffer and the creek as well as improve habitat through the restoration of a native forested plant community in the stream buffer. This will improve stream shading, keeping water cooler for fish, provide organic matter and woody debris to the buffer and stream channel, as well as provide a thick vegetative barrier to human intrusion. 5.0 REGULATIONS In addition to the wetland regulations previously described for wetlands and streams, certain activities (filling and dredging) within "waters of the United States" may fall under the jurisdiction of the US Army Corps of Engineers (ACOE). The ACOE regulates all discharges into "waters of the United States" (wetlands) under Section 404(b) of the Clean Water Act. Discharges (fills) into isolated and headwater wetlands up to 0.5 (1/2) acre may be permitted under the Nationwide Permit. Washington State Department of Ecology has placed Regional Conditions on the Nationwide 39 permit that are more restrictive than the national regulations. The limits of fill can be modified if the agencies conclude that ESA fisheries could be impacted by the proposed wetland or stream fill activities. Due to the increasing emphasis on Endangered Species Act compliance for all fills of Waters of the United State and Waters of the State, both the Corps of Engineers and Washington Department of Ecology should be contacted regarding permit conditions, compliance, and processing prior to commitment to any fill of wetlands or streams. 6.0 PROPOSED IMPACTS AND CONCEPT MITIGATION The proposed project is the construction of a new building, additional parking areas, new frontage improvements on SR 169, and a reconstructed ( enlarged) storm water facility along the east side of the site. The project will also include the construction of a 30' wide bridge ( including a 24' paved travel way and a 5' sidewalk on one side and vertical 6" curbs on both sides) over Madsen Creek that will be 15' wider than the existing 15' wide bridge to the north which is of sub-standard width not suitable for emergency vehicle access. The purpose of this crossing is to maintain access to the westerly pasture portion of the site for maintenance activities, informal recreational space for the school, outdoor church functions, as well as development of a soccer field and associated parking and storm water facility. . The project will include removal of the old bridge and restoration of the affected area with native plantings. The crossing will include the placement of an appropriately sized REVISED New Life! 1199-/0! Sewall Wetland Consulting, Inc. July 13, 2009 Page 12 bottomless culvert or bridge, as approved through a Washington Department of Fish and Wildlife HPA. Enhancement of the stream banks in the immediate area of the crossing will also be utilized as will be detailed in HP A application. The eastern buffers of Wetlands "B", "C" and Madsen Creek are generally degraded outside the immediate bank of the creek. The eastern buffer of Wetland "C" is impacted by an existing gravel driving surface (fire lane); the eastern buffer of Wetland "B" is lawn. The Wetland "B" and "C" buffers provide little function currently with the exception of filtering some runoff prior to entering these waterbodies. The existing gravel fire lane encroaches a total of l,762sfinto the buffer of Wetland C. To compensate for this existing impact, 2,590sf of additional buffer area has been added to the north of Wetland Band south of Wetland C. There will be no new permanent encroachment into the buffer from this lane, only paving of the existing fire lane. However, some grading (sloping) will be required within the buffer outside of the existing fire lane. This buffer area is already vegetated with weedy species such as blackberry and is in poor condition. Following the grading of this portion of the buffer, the area will be restored with native species as depicted on the plan. The end result is no net loss of existing buffer outside the existing gravel lane, as well as enhancement of existing degraded buffer in this area. This buffer averaging and buffer restoration should increase the function of this buffer through restoration of a native plant community. The eastern buffer of Madsen Creek will be reduced by 25' (25 percent) and the remaining 75' of buffer (approximately 48,000sfin the reduced area) will be enhanced as required by Code. The Madsen Creek crossing will impact stream buffer that will be mitigated for through buffer averaging. In addition The proposed mitigation now includes installation of numerous pieces of in-stream wood, as well as dense plantings on both the east and south sides of the channel. The proposed mitigation will increase many stream buffer functions over existing conditions and any presumed future conditions. The City requires a maximum 100' buffer on this type of channel. In order to reduce this buffer by only 25 ', a large amount of mitigation is proposed as compensation. The total area of reduced stream buffer is l 0,980sf. In compensation 8 l ,506sf of buffer is being enhanced with native trees, shrubs, woody debris and habitat materials. This is a ratio of7.3:1 (enhancement: reduction) which is a large amount of enhancement for impacts to a very low function area of lawn. It is our opinion based upon the above described factors that the benefit to the stream from the proposed mitigation far outweighs the loss of25' of mowed lawn. If the 100' buffer were maintained the buffer would stay in a degraded condition with no incentive to improve it. REVISED New J,ife I #99-101 Sewall Wetland Consulting, Inc. July 13, 2009 Page 13 The City of Renton requires frontage improvements on SR-169, a portion of which will impact existing buffer for Madsen Creek. The existing buffer is highly degraded and consists of gravel shoulder, ditch, and maintained lawn. City of Renton exempts street improvements that occur in existing right-of-way from critical area regulations; therefore, although improvements will be installed no mitigation is required. RMC 4-8-120 Supplemental Stream Study Unclassified Stream Assessment Response: Madsen Creek is a Class 2 water per the Renton Municipal Code. Alterations to Stream/Lake and/or Buffer(s): A supplemental report prepared by a qualified biologist shall evaluate alternative methods of developing the property using the following criteria for justification: A void any disturbances to the stream, lake or buffer; Response: The only access available to the church's property on the west side of Madsen Creek requires a crossing of the creek either from SR-169 or through the site as proposed. To maintain needed access to this area, the existing crossing would need to be improved in place or a replacement crossing provided in an alternate location. The replacement is needed because the current crossing will not accommodate emergency vehicles because it is (1) too narrow and (2) not structurally strong enough. In order to maintain access to the west side of Madsen Creek, the replacement crossing and resultant buffer impacts ( utilizing buffer averaging) are unavoidable. The proposed buffer reduction to accommodate additional parking is also unavoidable. The parking is the minimum necessary to accommodate uses of the new building; the new building is as small as it can be to serve the needs of the church. Minimize any stream, lake or buffer impacts; Response: The Madsen Creek replacement crossing (utilizing buffer averaging) is as narrow as can be while providing safe access for two passing vehicles and pedestrians. Proposed is 24 feet of travel way and a 5-foot wide sidewalk on one side. The structural support for the crossing will be either a bottomless box culvert or a bridge; in either case the span of the crossing will be outside of the OHWM for Madsen Creek. The existing crossing will be removed and the area restored with standard mitigation practices. The Madsen Creek crossing utilizes buffer averaging and a larger amount of buffer is provided to replace the reduced buffer from the crossing. The proposed buffer reduction for the parking lot is (1) the amount allowed by code with enhancement and (2) the minimum amount to accommodate necessary and required parking the project. REVISED Nc,w Life /#99-101 Sewall Wetland Com11lting, Inc. July 13, 2009 Page 14 Compensate for any stream, lake or buffer impacts; Response: The compensation for the replacement stream crossing ( utilizing buffer averaging) is by the provision of replacement buffer along another stretch of Madsen Creek, upstream of the new crossing. In addition the existing crossing, which creates a stream flow restriction, will be removed and the area of the crossing and the serving driveway will be restored. The compensation for the buffer reduction is the enhancement of the remaining 75-foot wide buffer. The enhancement will increase stream habitat, riparian habitat, and vegetative cover that will function to reduce human intrusion into the buffer. Restore any stream, lake or buffer area impacted or lost temporarily; Response: The current stream crossing will be removed and the area will be permanently restored through plantings and placement of habitat materials. No further restoration is needed. Madsen Creek Buffer Reduction As described by Renton Municipal Code, Class 2 streams have a standard 100' buffer. This buffer can be reduced to 75' with authorization of the Administrator if the following criteria are met; RMC 4-3-050L.5.c. iv. Criteria for Approval of Reduced Buffer Width: The following criteria in subsections L5c (iv)(a) and (c) through (/). or criteria (iv)(b) through (I) of this Section shall be met: (a) Biiffer Condition: Either subsection (I) and (3) through (5) shall be met or subsection (2) through (5) shall be met: (I) The biiffer area land is extensively vegetated with native species, including trees and shrubs, and has less thanftve percent (5%) non- native invasive species cover, and has less than fifteen percent (I 5%) slopes; or (2) The biiffer can be enhanced with native vegetation and removal of non-native species per criteria in subsection L5c(iv)(c) of this Section, and has less than fifteen percent (15%) slopes; and (3) The width reduction will not reduce stream or lake functions, including those of anadromous fish or nonftsh habitat; and (4) The width reduction will not degrade riparian habitat; and (5) No direct or indirect, short-term or long-term, adverse impacts to regulated water bodies, as determined by the City, will result from a regulated activity. The City's determination shall be based on specific REVISED New Life I #99-101 Sewall Wetland Consulling, Inc. July 13, 2009 Page 15 site studies by recognized experts, pursuant to subsection F3 of this section and RMC 4-8-120; or (b) The proposal includes daylighting of a stream, or removal of legally installed, as determined by the Administrator, salmonid passage barriers; and (c) The project includes a buffer enhancement plan using native vegetation and substantiates that the enhanced area will be equal to or improve the functional attributes of the buffer; or in the case of existing developed sites where a natural buffer is not possible, the proposal includes on-or off-site riparian!lakeshore or aquatic enhancement proportionate to its project specific or cumulative impact on shoreline ecological functions; and (d) The proposal will result in, at minimum, no net loss of streatn!lake/riparian ecological function; and (e) The proposal does not result in increased flood hazard risk; and (/) The proposed buffer standard is based on consideration of the best available science as described in WAC 365-195-905; or where there is an absence of valid scientific information, the steps in RMC 4-9-250F are followed Criteria a (1): The portion of the Madsen Creek buffer that is proposed to be reduced by 25% contains vegetative cover consisting of maintained lawn and/or blackberries. Also within the buffer reduction area, there exist 5 evergreen trees surrounded by maintained lawn. Criteria# l does not apply. Criteria L.5.c.iv.a(2): The proposed remaining 75' wide buffer area can be enhanced with native vegetation and removal of non-native invasive species and is sloped less than 15%. CriteriaL.5.c.iv.a (2) is met by the proposal. Criteria L.5.c.iv.a (3) and (4): The proposed buffer width reduction from 100' to 75' will not reduce functions, habitat, or riparian habitat because the existing buffer is nearly entirely covered with non-native vegetation including maintained lawn and Himalayan blackberry that provide little functional value as buffer. Approximately 5 evergreen trees will be removed within the proposed reduction area; these trees are all surrounded by maintained lawn. With the proposed enhancement, the functional habitat and riparian habitat value of the remaining 75' buffer will match or exceed the current functional value of the l 00' buffer. The proposed enhancement will (1) remove non-native vegetation, (2) provide a wider band of native trees, shrubs, and herbaceous plant species than currently exist, and (3) provide for installation of habitat features. The native plantings proposed with the enhancement will provide a source of organic material to the stream which is of importance for stream structure as well as a food source for stream invertebrates which ultimately feed salmonids using the stream. The enhancement will also provide further shading of the stream channel keeping water temperatures lower and more conducive to salmonid use. Criteria L.5.c.iv.a (3) and (4) are met by the proposal. REVISED New Life /#99-101 Sewall Wetland Consulting, Inc. July 1 3, 2009 Page /6 Criteria L.5.c.iv.a (5): No direct or indirect impacts to the stream should occur from this project. The project although reducing a buffer, will enhance the vegetation community of the reduced buffer. The project will not increase any flood hazard or any other functions of the stream. The proposed reduced enhanced buffer will result in approximately 8 l,506sf of existing degraded stream buffer to be planted with a mix of native trees and shrubs as well as habitat features along the east side of the creek This enhancement will result in a dense forested area in the future when these installed plants attain larger size. The installed vegetation will create a wider band of forested vegetation which will eliminate the existing lawn mowing and fertilizing near the stream. It will also effectively keep people further from the stream, which reduces human induced impacts. The native plantings will provide a source of organic material to the stream which is of importance for stream structure as well as a food source for stream invertebrates which ultimately feed salmonids using the stream. The enhancement will also provide further shading of the stream channel keeping water temperatures lower and more conducive to salmonid use. Habitat features (large logs and snags) have been added to provide habitat for typical streamside wildlife that may use this area. The proposed reduced buffer and enhancement will enhance the functions of the stream for salmonids and wildlife. The existing stream buffer has little native vegetation except that immediately along the stream banks. Criteria L.5.c. iv.a is met by the proposal. Criteria L.5.c.iv.b does not apply as the buffer reduction proposal will not daylight a stream or remove fish barriers. Criteria L.5.c. iv.c: An enhancement plan is provided to ensure that the resulting 75' buffer will improve the functional attributes of the buffer over the existing condition. When implemented, the enhancement plantings will increase in native vegetation from the existing condition, improve shade cover for the stream, restrict human intrusion into the stream and/or buffer, reduce sheet-flow runoff from the currently maintained lawn area that runs into the stream, and improve habitat by increasing habitat features in the buffer. Criteria L.5.c.iv.d: The proposed buffer reduction will have no net loss in riparian ecological function. The only work in the stream channel will be the removal of the failing bridge which currently impacts channel hydraulics which in turn lead to scour, as well as the replacement of this crossing with a new crossing with a bottomless, fish- friendly culvert. The removal of the old crossing and installation of a new crossing will result in a net improvement in substrate stability and remove the narrowing and scour produced by the old crossing. Stream buffer functions including shading and the filtering of runoff into the creek will be increased by the proposed plantings as very little vegetation exists along the east side REVISED New Life //199-101 Sewall Wetland Corm,lting, Inc. July 13, 2009 Page 17 of the creek currently. The proposed plantings will move active lawn maintenance and fertilizing/herbicide application at least 100' away from the creek and in a large portion will totally remove lawn and replace it with a forested plant community, removing the nutrients currently spread out in this area. The plantings will also eventually create a tree canopy that will shade the stream channel keeping stream water cool as well as providing a source of organic matter and woody debris to the channel Criteria L.5.c.iv.e: The proposed buffer reduction area is not in the 100-year flood plain; therefore no increase in flood hazard risk will result from the reduction of buffer. In addition, with the removal of lawn and installation of native trees, shrubs, and ground cover the attenuation of precipitation on the remaining buffer area will be increased over the existing conditions. Criteria L.5.c.iv.f This project has been designed utilizing the best available science of restoration and enhancement of wetland and stream buffers. This type project meets with current review criteria by Washington State Department of Ecology. Madsen Creek Vehicle Crossing Replacement (buffer averaging) The project proposes to relocate an existing vehicular crossing of Madsen Creek from its existing location at the north end of the site, northwest of the cell tower, to a new location in the central area of the parking lot, generally in line with S.E. 155th Place. The Madsen Creek vehicle crossing currently provides the only access to the western half of the site, and after it is relocated will maintain access to the west side of the site. The west side of the site is a large meadow that is mowed on a regular basis for use by informal recreational activities for the school that operates on the site for outdoor church activities. This area is proposed to be formally developed with a soccer field, parking area and associated storm water facility. . The proposed replacement crossing location has been specifically limited to an area with minimal native and established vegetation along the stream corridor and the buffer. The proposed crossing area buffer is already degraded and will allow placement of a crossing with the least amount of disturbance to existing native vegetation. The area of stream buffer impacted by this crossing will be mitigated through stream buffer averaging. The proposed mitigation for the replacement stream crossing will include (1) removal of the existing failing bridge, (2) restoration of the exposed area left behind after the existing bridge is removed, (3) restoration of the impacted vehicle travel area on both sides of the existing bridge, and ( 4) buffer replacement along the west side of the Madsen Creek to off-set the new crossing, which will contain a paved lane and sidewalk to the west portion of the site. The new stream crossing will include installation/construction of a bottomless culvert or a bridge structure that meets WDFW standards for fish passage and habitat and prevents REHSED New life I #99-101 Sewall Wetland Consulting, Inc. July J 3, 2009 Page 18 the placement of any fill in the stream corridor. The new structure (box culvert or bridge) will result in a more naturally flowing and functioning stream bed under the crossing which will result in an improvement in fish habitat in Madsen Creek over the existing condition. The box culvertJbridge replacement will improve stream hydraulics in the stream from existing conditions which currently restrict flow to a degree due to the dilapidated condition of the old bridge. Construction activities for the stream crossing will be conducted in the late summer as will be directed by the requirements of the HP A As part of this work impacts to approximately 6,472sf of stream buffer will occur. To compensate for this, 8,964sf of stream buffer has been added through buffer averaging to the stream buffer on the south side of this area. As described by RMC 4-3-050 L.5.a.i (a), Class 2 streams have a standard 100' buffer. This buffer can be averaged per RMC 4-3-050 L.5.d.iii (a)-(d) where the applicant demonstrates the following; (a) The waterbody and associated riparian area contains variations in ecological sensitivity or there are existing physical improvements in or near the water body and associated riparian area; and (b) Buffer width averaging will result in no net loss of stream/lake/riparian ecological function; and (c) The total area contained within the buffer after averaging is no less than that contained within the required standard buffer width prior to averaging; and (d) The proposed buffer standard is based on consideration of the best available science as described in WAC 365-195-905; or where there is an absence of valid scientific information the steps in RMC 4-9-250F are followed. In response to criteria L.5.d.iii (a)-(d); (a) In general, the entire stream buffer is degraded and has little habitat value or riparian habitat value. The particular location of the proposed crossing was selected to occur in an area of minimal existing native and established vegetation in the buffer area as well as the stream area. Only two or three deciduous trees will need to be removed for the crossing and the removed trees will be off-set by buffer enhancement provided as part of the buffer reduction proposal. (b) The ecological function of the buffer in this area should not be impacted by the replacement crossing as it is in a previously degraded area dominated by maintained lawn and few trees. The crossing will be designed to ensure that no fill is placed in the stream channel or any associated bank wetlands. The crossing will have fish passable culvert which is of a higher design standard for fish use than the old dilapidated structure. This should improve fish habitat in the stream over existing conditions. Stormwater from the new crossing will be collected and routed to the on-site storm drainage facilities. The removal of the old bridge will REVISED N<:W life 1#99-101 Sewall Wetland Consulting, Inc. July 13, 2009 Page 19 improve stream flows as the existing bridge restricts flows and contributes to sedimentation. Once the old structure is removed, the stream crossing area and the old road in the buffer will be planted on both sides with native plants. ( c) The proposed averaging will result in no net loss of Madsen Creek stream buffer area as an equal area has been added to the stream buffer to the south and west of the crossing along the north side of the creek. ( d) The proposed Madsen Creek stream buffer averaging is consistent with best available science practices and (1) will result in an equal amount of buffer area being maintained on the creek, (2) will restore 81,506sf of buffer, and (3) will restore the hydraulics of the stream through the removal of the substandard crossing with a new fish passable bottomless culvert or bridge. Wetland "C" Averaged Buffer As depicted on the Conceptual plan, the 50' buffer line for Wetland "C" extends over and beyond an existing gravel fire lane that will be paved for the new building. The existing gravel fire lane will encroach l,762sfinto the buffer of Wetland C. To compensate for this existing impact, 2,590sf of additional buffer area has been added to the north of Wetland B and south of Wetland C. There will be no new permanent encroachment into the buffer from this lane, only paving of the existing fire lane. However, some grading (sloping) will be required within the buffer outside of the existing fire lane. This buffer area is already vegetated with weedy species such as blackberry and is in poor condition. Following the grading of this portion of the buffer, the area will be restored with native species as depicted on the plan. The end result is no net loss of existing buffer outside the existing gravel lane, as well as enhancement of existing degraded buffer in this area. This buffer averaging and buffer restoration should increase the function of this buffer through restoration of a native plant community. As detailed in City Code, buffers on wetlands can be averaged under the following conditions; RMC 4-3-050 M.6.f. Averaging of Buffer Width: Standard wetland buffer zones may be modified by averaging buffer widths. Upon applicant request, wetland buffer width averaging may be allowed by the Department Administrator only where the applicant demonstrates all of the following: i. That the wetland contains variations in ecological sensitivity or there are existing physical improvements in or near the wetland and buffer; and ii. That width averaging will not adversely impact the wetland function and values; and RF.VISED N= Life I #99-101 S!?Wall Wetland Co11sulti11g, !11c. July 13, 2009 Page 20 iii. That the total area contained within the wetland buffer afier averaging is no less than that contained within the required standard buffer prior to averaging; and iv. A site specific evaluation and documentation of buffer adequacy based upon The Science a/Wetland Buffers and Its Implications/or the Management of Wetlands, McMillan 2000, or similar approaches have been conducted. The proposed buffer standard is based on consideration of the best available science as described in WAC 365-195-905; or where there is an absence of valid scientific information, the steps in RMC 4-9- 250F are followed. v. In no instance shall the buffer width be reduced by more than fifty percent (50%) of the standard buffer or be less than twenty five feet (25') wide. Greater buffer width reductions require review as a variance per subsection N3 of this Section and RMC 4-9-2508; and vi. Buffer enhancement in the areas where the buffer is reduced shall be required on a case-by-case basis where appropriate to site conditions, wetland sensitivity, and proposed land development characteristics. vii. Notification may be required pursuant to subsection F8 of this Section. In response criteria RMC 4-3-050 M.6.f (i) -(vii); i. The buffer of Wetland "C" has been impacted in the past to nearly the eastern edge of the wetland. Functionally, this existing buffer is already reduced to approximately 22.4' by an existing previously permitted gravel fire lane. The proposed reduction from the 50' buffer line will not physically change the character of the buffer or its functions, which are minimal in this area as a result of past disturbance. 11. As stated in (i) above, the buffer is already impacted by existing driving surface, an existing water line, and is vegetated with non-native plant species so the proposed buffer averaging from 50' is merely an exercise on paper and has no change in the function of the buffer. The remaining reduced buffer will be restored to a native plant community creating a higher functioning buffer at approximately 25' than the existing degraded buffer as required by Code. An increase of buffer is provided on the north side of Wetland "B" and on the south side of Wetland "C" to offset the buffer averaging loss area of the fire lane to ensure that no loss of buffer function will result from the proposal and to compensate for past impacts to the buffer. REnSED Nw Life I /199-101 Swa/1 Wetland Consulting, Inc. July 13, 2009 Page 21 m. The total area of buffer after buffer averaging exceeds the amount of existing buffer. The total amount of buffer reduction from the past and existing condition is I, 762sf and the replacement buffer is 2,590sf 1v. As previously specified, the existing Wetland "C" buffer to be reduced is a mix of gravel fire lane and degraded blackberry area. This area provides no habitat function, does not filter or absorb runoff, does not provide any organic matter or woody debris to the wetland, does not have any valuable or rare plant communities, and does not provide any thermal protection nor create a barrier to human intrusion into the wetland. The proposed averaged/reduced buffer area will be restored through removal of gravel and compact material and placement of topsoil. The area to be added through averaging is 2,590sf of area of native vegetation that will be retained as buffer. When accounting for the existing degraded condition of the buffer, the proposal to remove invasive species, install enhancement plantings, and to provide buffer compensation will serve to improve the functional values of the resultant wetland buffer. The proposed buffer averaging is consistent with best available science per WAC 365-195-905. v. The reduced buffer will be to 50% of the standard buffer as stipulated by Code and no less. VI. As previously described in (iv), buffer enhancement of the reduced degraded buffer is proposed. The area of proposed reduction through averaging is required to have a paved fire lane around the structure. This area is already a very low value buffer as it is primarily gravel road and driving surfaces. The proposed lane would be located primarily in already disturbed area that is within the buffer. As a result, the reduction will remove no native vegetation. What vegetation is in this area is primarily blackberry. The proposed reduction and enhancement would include removing non-native invasive such as the blackberry and any knotweed, and replanting with native trees and shrubs. Fencing could also be provided in this area to prevent any further encroachments. The proposed reduction should not impact any of their functions of this wetland, and will result in an improvement in the plant community in this area which is degraded from past clearing and blackberry invasion. All of the proposed mitigation/enhancement areas will be monitored for 5 years as required by Code. Following approval of the attached Conceptual Enhancement Plan, a final, detailed plan will be provided to the City for review and approval. REVISED N,:w Life I # 99-101 Sewall Wetland Consulting, Inc. July 13, 2009 Page 22 If you have any questions in regards to this report or need additional information, please feel free to contact me at (253) 859-0515 or esewall@sewallwc.com. Sincerely, Sewall Wetland Consulting, Inc. Ed Sewall Senior Wetland Ecologist PWS #212 REFERENCES REVISED New !,ife ! /199-101 Sewall Wetland Consulting, Inc. July 13, 2009 Page 23 Cowardin, L., V. Carter, F. Golet, and E. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, FWS/OBS-79- 31, Washington, D. C. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1. U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Mississippi. King County Planning Division. 1983. King County Wetlands Inventory Notebook, Vol.s 1-3. King County Courthouse, Seattle, Washington. City of Renton Zoning Code. Muller-Dombois, D. and H. Ellenberg. 1974. Aims and Methods of Vegetation Ecology. John Wiley & Sons, Inc. New York, New York. Munsell Color. 1988. Munsell Soil Color Charts. Kollmorgen Instruments Corp., Baltimore, Maryland. National Technical Committee for Hydric Soils. 1991. Hydric Soils of the United States. USDA Misc. Pub!. No. 1491. Reed, P., Jr. 1988. National List of Plant Species that Occur in Wetlands: Northwest (Region 9). 1988. U. S. Fish and Wildlife Service, Inland Freshwater Ecology Section, St. Petersburg, Florida. Snyder, D., P. Gale, and R. Pringle. 1973. Soil Survey King County Area Washington. U.S.D.A., Soil Conservation Service, Washington, D.C. USDA NRCS & National Technical Committee for Hydric Soils, September 1995. Field Indicators ofHydric Soils in the United States -Version 2.1 Washington State Dept. of Ecology. 1987. Washington State Wetlands Identification and Delineation Manual. Pub. No. 96-9 ROUTINE WETLAND DETERMINATION DATA FORM ! (Washington State Wetlands Identification & Delineation Manual, 1997) iJ !i"lf!!f.tZ ASL 5 :rm; 4M ,,Qi 1v.u-1, ' .. , it 111, :.u,,, ~ riCtsn rr h1· 1 • csuz (?fl) SSC ee; Proiect Name///: flv.i~,._/ ,1:ss ',..u .. n., •. 1-17-")? InvP-•tieator. ,,s./ ~ Data Point: ZJPJ Jurisdiction: fV"'7 Cp ' State: k"::'.4 Atypical Analysis: l'-V Problem Aref:?"d VEGETATION Dominant plant species Stratum Indicator Coverage% 1. A-I ~vs ,-vt-s r:. p4c_ ~o 2. ~ne:'~-:r· ............ ..,,0-,;' I FA-<:U 2(l 3. 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or FAC: S-cJ }Iydrophytic vegetation criteria met: )'.es NQJ,1•r~i~ Comments: SOILS Mapped Soil Series: On Hydric Soils List?: )'.es No Drainage Class: Depth(O in) Matrix color Redox concentration color ;re/. s~ ~in. / t;-(/'2_ 3/3 - _in. l 07t _Ill. _in. Organic soil_, Histic epipedon _, Hydrogen su/jide_, gleyed_, redax concentrations_, redox depletions_, pore linings_, iron concretions_, manganese concretions_, organic matter in su,face horizon (sandy soil)_, organic streaking (sandy soils)_, organic pan (sandy soil) . Hydric soil criteria met: Yes <No)Basis: "'. .,. ',,._,_!, (: .. f...e.. ,.. .r Comments: HYDROLOGY Recorded data _, inundation , saturation , watennarks __ , drift lines __ , sediment deposits __ , drainage patterns . Wetland hydrology criteria met: )'.es ti%) Basis: f-J<!_ 1'--J, t ,+..re Comments: SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growinik8eason?: YIN Hydrophytic vegetation:..):'.ili ~ Hydric soils: Y/i ~d hydrology: Y/W Data point meets the criteria of a jurisdictional wetland?: Yes ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) B -]~ 1105 WESi lrltdtEi i!ME@i, Sfflt!. ,ii!A(l l!I I quJ«waa, Hiliii Wr-,r,,,f Proiect Name/#: n......, b-A.,1-<-v, 1.\..., nate: rrz.-1 r '"vesti ~a tor· ys-..4,I nata Dn:"t· pl P:.z Jurisdjction: 1,4,') c~ I State: ......,,4-Atypical Ana)ysis: ,.,~ Problem Area: - VEGETATION Dominant plant species Stratum Indicator Coverage% 1. fi/,_,,.., rA-7-FA-<... 2. $p/-...,i..o lilv/e..__:i Ir f"I'< ~ 3. 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or PAC: /,.,o Hydrophytic vei:etatioo criteria met: ~ No Marginal Comments: SOILS Mapped Soil Series: On Hydric Soils List?: Yes No Drainage Class: Depth(O in) Matrix color Redox concentration color Texture ~ ~in. /()'y>,_ 7..// -.,.~ _in. _in. _in. Organic soil_, Histicepipedon_, Hydrogen sulfule_, gleyed_. redox concenlrations_. redoxdep/etions_, pore linings_, iron concretions_, manganese concretions_, organic matter in surfa<:e horizon (sandy soil)_, organic streaking (sandy soil.,)_, organic pan (sandy soil)_. (_ l.,."' ,_,._ ~ f:: I Hydric soil criteria met:® No Basis: Comments: ,,HYDROLOGY Recorded data_, inundation , saturation r 'l , watermarks __ , drift lines ___ , sediment deposits __ , drainage patterns . / ... .,.....,1 ... J....,/ Wetland hydrology criteria met: 6'.;>No Basis: Comments: -- SUMMARY'g; CRITERIA Soil Temp. at 19.7' depth: Gro6:)g Season?: Y Hydrophytic vegetatioi@ Hydric soils: N Wetland hydrolog~ Data point meets the criteria of a jurisdictional wetland?: No ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) ~ iiililiil I Jfl'tj "· I' I u Iii e~ Suite C Jfu: ¥) lfllm•Jt@ ZWJ 986J'2 (e:15\t 259 951f w~f _z, Proiect Name/If: ~-,45 ,_LL Date: 1-IZ-'1"1 Jnv••ti~ator: 4/~ Data Point: JJI'# 3 Jurisdiction: ~.-c.., I State: WI'\-Atvnical h•.Jvsis: ,.,,. ... J>roblem Area: ,..... ' ' VEGETATION Dominant plant species Stratum Indicator Coverage% 1. $ -I; ,,_ 1-.. ~, ...J,,-._ s: ~,H:.. ..... 2. n.'-'b i..· s S !cl: e/i:L.. I S s EA--<._ 3. , 4. ' 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or FAC: ..,,,.,,:; Hydrophytic vegetation criteria met: ll'eb No Marginal Comments: SOILS Mapped Soil Series: On Hydric Soils List?: Yes No Drainage Class: Dt;th(O in) Matrix color RedQX concentralion color Texture /..~ u..._in. /<>'7~ 'Z/ I c:)/'' -1 (. .s-~ _in. _in. _in. Organic soil_, Histic epipedon _, Hydrogen sulfide_, g/eyed _, redox concentralioris _, red<»: depletions_, pore linings_, iron concretions_, manganese concretions_, organic matter in swface horizon (sandy soil)_, organic streaking (sandy soils)_, organic pan (sandy soil) . Hydric soil criteria met~No Basis: Comments: ,,HYDROLOGY Recorded data_, inundalion ' saluralion + + , walennarks __ , drift lines __ , sediment deposits __ , drainage patterns . Wetland hydrology criteria me(x'es)No Basis: Comments: SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Gro~ Season?:..:'!'.® Hydrophytic vegetation:Q1N Hydric soils· Wetland hydrology~ Data point meets the criteria of a jurisdictional wetland?: ~No ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) JJIJI l!Jli!! I ..... I llill!!l!!I, !!11!!1 jl Xii«£ JIToshi9"'ilP ?H.J! ('Mi)J 970 Qillj i,..J-<- Proiect Name/#: i4,.;b..., ~ lo l ~ Date: /-/1 ... -1 ' Invest'-ato-: ,,1;,/ ~ Data Point: J:)/' .¢.,,:j Jurisdiction: K c._,. I State: WA-• h•-ical Analvsis: ,... .. Problem Area: ,.,-, I VEGETATION Dominant plant species Stratum Indicator Coverage% 1. S.. I,..:._ 4J.....,t--... r I"'~ 1.,,,,1 • 2. 3. 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or PAC: /i,i) Hydrophytic vegetation criteria met: Yes No Marginal Comments: ' SOILS Mapped Soil Series: On Hydric Soils List?: Yes No Drainage Class: Depth(O in) Matrix color Redox concentration color Texture .,...,_,_,: t, t(<.in. / t; Yk. '2.// -.s~"l'- _m. _in. in. Organic soii!, Histic epipedon_, Hydrogen sulfide_, g/eyed _, redox concentrations_, redox dep/.etions _, pore linings_, iron concretions_, manganese concretions_, organic matter in surface horizon (sandy soil)_, organic streaking (sandy soils)_, organic pan (sandy soil) . Hydric soil criteria met:~ No Basis: Comments: ,µYDROLOGY Recorded data_, inundation ' saturation t-11 ,watermarks __ , drift lines __ , sediment deposits __ , drainage patterns . Wetland hydrology criteria me@No Basis: Comments: SUMMARY OF CRITERIA Soil Temp. at 19. 7' depth: Growing Season?:~ Hydrophytic vegetation:@ Hydric soils:@ Wetland hydrology~ Data point meets the criteria of a jurisdictional wetland?: /i'¥No PRELIMINARY TECHNICAL INFORMATION REPORT Proposed New Life Christian Church Parking Lot and Soccer Field on West Side of Madsen Creek SWC-Renton-Maple Valley Highway and 152nd Avenue S.E. a.k.a SR-169 and 152nd Avenue S.E. Renton, Washington Prepared for: Church Consultants P.O. Box 1526 Duvall, Washington 98019 City of Fl Ptannin enton g Division lU[ J ii ?Oflg May 8, 2009 Our Job No. 11706 IRi IE <Gf«Pe&;9 CIVIL ENGINEERING, LAND PLANNING, SURVEYING 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX 8RANCH0FFICES + 0LYMPIA,WA + TACOMA,WA + CONCORD,CA + TEMECULA.CA www.barghausen.com TABLE OF CONTENTS 1.0 PROJECT OVERVIEW Figure 1 -Technical Infommtion Report (TIR) Worksheet Figure 2 -Site Location Figure 3 -Drainage Basins, Subbasins, and Site Characteristics Figure 4 -Soils Map 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2. 1 Analysis of the Eight Core Requirements 2.2 Analysis of the Five Special Requirements 3.0 OFF-SITE ANALYSIS 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. Existing Site Hydrology B. Developed Site Hydrology C. Performance Standards D. Flow Control System E. Water Quality System 11706.031.doc 1.0 PROJECT OVERVIEW 1.0 Pl{OJECT OVERVIEW The existing New Life Christian Church is located on a site that is approximately 55.14 acres in size located within a portion of Section 23, Township 23 North, Range 5 East, Willamette Meridian, City of Renton, King County, Washington. More particularly, the site is located on the southwest comer of SR-169 and 152nd Avenue S.E. The proposal at this time is to develop the portion of land which lies westerly of Madsen Creek, which divides the site in two. There are no improvements on the west side of Madsen Creek and the existing Church, parking lot, and water quality and detention facilities are all located on the east side of Madsen Creek. The existing topography of the site is such that the site tends to drain in a northerly direction at a fairly constant rate towards the right-of-way of SR-169, where runoff is proposed to be collected in a pond prior to discharge to Madsen Creek adjacent to the right-of-way. The proposed detention pond will be sized to provide Level 3 Flow Control and Basic Water Quality for the developed area on this western portion of the project site. There is an existing low flow stream passing through the site known as Madsen Creek, which drains a very large upstream basin of 1,790 acres up on the Plateau and Fairwood area of the City of Renton. The low flows from the upstream basin, 40 cfs or less, are routed through Madsen Creek, which passes directly through the center of the site and lies on the east side of the proposed developed area of the project site. Flows in excess of 40 cfs are bypassed along the western property line of the proposed development and course separately from Madsen Creek as it now stands. The site on the western side will discharge to Madsen Creek low flow stream. Please refer to the off-site analysis in Section 3.0 of this report for an exact explanation of the downstream drainage course and upstream basin for this project site. The proposed development on this west side of Madsen Creek is to construct a parking lot for overflow parking from the existing church buildings as well as a soccer field for use for the school children. A jogging track will be installed around the entire parking and soccer field area. 11706.03 I.doc FIGURE 1 TECHNICAL INFORMATION REPORT (TIR) WORKSHEET KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Church Consultants Phone------------ Address P.O. Box 1526 Duvall WA 98019 Project Engineer ~A=l.,_i ""Sa"-'d=r _____ _ Company Barghausen Consulting Engineers Phone ( 425) 251-6222 Part 3 TYPE OF PERMIT APPLICATION D Landuse Services Subdivision/ Short Subd. / UPD [SJ Building Services M/F I !Commercial! / SFR [SJ Clearing and Grading D Right-of-Way Use D Other Part 5 PLAN AND REPORT INFORMATION Technical Information Report I Type of Drainage Review !Full! / Targeted . (circle): Large Site I Date (include revision , dates): • ! Date of Final: Part 6 ADJUSTMENT APPROVALS I I Part 2 PROJECT LOCATION AND DESCRIPTION Project Name New Life Church West Side DOES Permit# ---------- Location Township 23 North Range ~5~E=a=s.,_t ___ _ Section ~2=3 _____ _ Site Address 15711 -152nd Avenue S.E. Renton WA 98058 Part 4 OTHER REVIEWS AND PERMITS D DFW HPA 0 COE404 D Shoreline Management D DOE Dam Safety [SJ FEMA Floodplain D COE Wetlands [SJ Other NPDES [SJ Structural !RockerWVaulU __ D ESA Section 7 Site Improvement Plan (Engr. Plans) Type (circle one): !Full! / Modified I Small Site Date (include revision dates): Date of Final: Type (circle one): Standard / Complex I Preapplication / Experimental / Blanket Description: (include conditions in TIR Section 2) Date of Approval: 2005 Surface Water Design Manual 11706.030.doc [8/3/06] I ]/1/05 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS Monitoring Required: !Yes!/ No Describe:------------- Start Date: Completion Date: Part 8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan : _.R,.,e,,,n,,to"'n'--------------- Special District Overlays:------------------------ Drainage Basin: Madsen Creek/Cedar River Stormwater Requirements: Level 3 Flow Control and Basic Water Quality Part 9 ONSITE AND ADJACENT SENSITIVE AREAS [8J River/Stream D Lake D Wetlands __________ _ D Closed Depression _______ _ [8J Floodplain----------- 0 Other ___________ _ Part 10 SOILS D Steep Slope D Erosion Hazard _______ _ D Landslide Hazard ______ _ D Coal Mine Hazard ______ _ D Seismic Hazard _______ _ D Habitat Protection ______ _ o __________ _ Soil Type Slopes Erosion Potential Urban Land Newberg D High Groundwater Table (within 5 feet) D Other D Additional Sheets Attached 2005 Surface Water Design Manual D Sole Source Aquifer D Seeps/Springs 11706.030.doc [8/3/06] 2 l/l /05 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 11 DRAINAGE DESIGN LIMITATIONS REFERENCE LIMITATION/ SITE CONSTRAINT D Core2 Offsite Anal;tsis D Sensitive/Critical Areas D SEPA D Other D D Additional Sheets Attached Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Threshold Discharge Area: (name or description) Core Requirements (all 8 apply) Discharoe at Natural Location Number of Natural Discharae Locations: I Offsite Analysis Level: l!Ji2/3 dated: Flow Control Level: 1 / 2 / @I or Exemption Number /incl. facilitv summarv sheet) Small Site BMPs Conveyance System Spill containment located at: Control structure Erosion and Sediment Control ESC Site Supervisor: Contact Phone: After Hours Phone: Maintenance and Operation Responsibility: Private / Public If Private, Maintenance Lon Renuired: Yes / No Financial Guarantees and Provided: Yes / No Liabilitv Water Quality Type: IBasic I/ Sens. Lake / Enhanced Basicm / Bog (include facility summary sheet) or Exemption No. Landscape Manaaement Plan: Yes / No Special Requirements (as applicable) Area Specific Drainage Reauirements Floodplain/Floodway Delineation Flood Protection Facilities Source Control (comm./industrial landuse) 2005 Surface Water Design Manual Type: CDA / SDO I MDP / BP / LMP / Shared Fae. / None Name: Type: Major / lM.l!lQ!J / Exemption / None 100-year Base Blood Elevation (or range): Datum: NAVO 83/91 Describe: Describe landuse: Describe any structural controls: 11706.030.doc [8/J/06] 3 103.26 1 /1 /05 KING COUNTY, WASHINGTON, SURF ACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Oil Control High-use Site: Yes / ['!QJ Treatment BMP: ------------- Maintenance Agreement: Yes / No with whom? Other Drainag& Structures Describe: Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION 0 Clearing Limits 0 Stabilize Exposed Surfaces 0 Cover Measures 0 Remove and Restore Temporary ESC Facilities 0 Perimeter Protection 0 Clean and Remove All Silt and Debris Ensure 0 Traffic Area Stabilization Operation of Permanent Facilities 0 Sediment Retention D Flag Limits of SAO and open space 0 Surface Water Control preservation areas D Other 0 Dust Control 0 Construction Sequence Part 14 STORMWATER FACILITY DESCRIPTIONS/Note: Include Facility Summarv and Sketch\ Flow Control Tvne/Descriotion 0 Detention Level 3/Pond D Infiltration D Regional Facility D Shared Facility D Small Site BMPs D Other 2005 Surface Water Design Manual Water Qualitv D Biofiltration 0 Wetpool D Media Filtration D Oil Control D Spill Control D Small Site BMPs D Other 11706 030.uoc [8/3/06] 4 T"ne/Descriotion Wet Pond/Basic 1/1 /05 KING COUNTY. W ASI IINGTON. SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS Part 16 STRUCTURAL ANALYSIS D Drainage Easement D Access Easement D Native Growth Protection Covenant D Tract D other D Cast in Place Vault D Retaining Wall D Rockery> 4' High D Structural on Steep Slope D Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the information provided her is accurate. 2005 Surface Water Design Manual 11706.030.doc fR/3/06] 5 J/1/05 FIGURE 2 SITE LOCATION ~ ,., , St. 1.U (/') ..J 0. ~ .-, SE ~ > < 1-t,4 l.41.ST ST 1591'11 > SE 139TH Pl I\ <( ~ '*' :<.t-Cj ~ SE ST > 1t,\) _, < ,,. SE Q,, < 140TH PL ! -' Q,, SE 142ND ST SE 142NO bf ~. i= I>( a: ~_J ; Pl ..., .... i '!,Q. ~ "I" . .:i: -ST l'l ! ..... i= 0) 'It" SE 1'15.r.ij ..., "£ \ / ____ _,/ RON REGIS PMK w V> ~~ REFERENCE : Thomas Guide (2005) For: -SE 139nl 0 PL ~ .... i= SE 1'40lll !>I Pl. :1; .... SE 141ST It Pl § SE 142ND ST -SE 14:IIIO Pl SEE A A7 l SE 170TH ST 2 158TH Pl SE 3 SE 171ST" ST 4 168TH AV SE ..... i= SE 139nl PL § 8 SE 143RD ~ SE -J Q. tx i= :8 ..., SE lti2fW ST 18tJr,, PL SE SE SE /;I 'i1, , SE 16HH Pl 141ST ST 142ND ST SE ST 144nl 1!>900 :C O/) ~~ ... .... 0 0 "" ... ~ \4 2f-o !;I SE A 9 t-146TI VI Pt '\.ro ST Job Number 18215 72ND AVENUE SOUTH KENT, WA 98032 NEW LIFE CHRISTIAN CHURCH 11706 (425) 251-6222 -PHONE (425) 251-8782 • FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING Title: RENTON, WASHINGTON SCale:N.T.S. VICINITY MAP DATE : 05/11 /09 P:\ 11 OOOs\11 706\eXhlbi!\graphk:1\ 11706 e,no!ts.cdl FIGURE 3 DRAINAGE BASINS, SUBBASINS, AND SITE CHARACTERISTICS STEPHEN .J KoLCsEY #232306Dffl A PORTION OF THE SW114 OF SECTION 23, TWP. 23 N .• ROE 5 E., W.M., KING COUNTY, WASHINGTON LOT 2 l<CSP LDDS80'1> ROBDU M El'.:HLER #23230600.20 LOT 1 KcsP LDDsao'I> ptu,f)~t-Ofc() t!!'"'• ,J ~ ,. p S-Y ODNTflOI,. TAa.£ ..... w .... E == ~ ------.... ~~ SCALE: 1 • .. 50' .r: ' z "' ---·"· LEOENO -1-ms--· --..... rMl'JI ... ·--• ---.i • ..,., .... IMD.1 . _.., ........ ·--. .,_ ·--·--. """"" ,~~1111.l( .... _ ·-_., ..... 11111.r -~-·--........ • fll[ ""'9IQIOlrl C(ttfflQ ...... ..... ....... ....... .. .., --'"""" -......-..--1-sru Ult -D--UII: -c -OM UII: (MBID) -•---(J'MIEDJ -P-l'OIID:111:CfMIIDIJ ------t -EDIO( (l'flmD) -ft!-'llD'IOC !'ID G'II: {fUIIII)) c·:. ..... _""" ----· -• WfflCCCll!Jltl.lOII . """'"" 13]- 11.'B """' @~~'rori • IW.NfMlltllla~ 1i010 SIUWDl!Mt'MIDIINI ltQ RIIIIIClllififlClil'Ol"5tl $llll --b'lll IWMI.£ • !lMf awM)L Ital! M" 1111111: lla1III ~) :~ Ill ••m -I , • i1I ' _m • < f I J,1 ! I crI1 • I 1 ! --,- " 9 ~ g Ii ~ 0 I N [I'. I ci :J I z I! iii o I ~ w < LL I a. -• ..J • X < ~ 1 f-• /'.: w ! z z I ;:) 0 u Cl 2 S? --,, .... , .. --"""'-"' ""'-"-- """'-"' ""' TOP0-02 ,:, --? -·- ·, \ \ ;,. ·-;;, -':~ \ ----:. c..· --------~ B.LN1lllii:iL1011Jllll aa1s .LS':il.m. K.)111llr.) :tun .m.:;w ""'1d 30'tliWCJ l'lllOlS <JNY ONICl1ll,IO ~ ...... --··-·---;! - 8!;086 YM 'NO.IN3l,J 3"S 311N3,W 02SI lllSI HOtlf1HO ,l,jr, M3N .• ~.-~7r1~-"'··~ ·~.-... 0...., -~-n-, i,,.:: -i,··- XY.> ZilG-(<;Z(il1) ..,.._, ~--rw,-1,;z(<;Z~) --ZH1'lf ,11. ·;J,');,i -" ~ -u/lOS 31"1'1.1\Y 0Ni:L ,;il&I FIGURE 4 SOILS MAP USDA Soil Map-King County Area, Washington MAP LEGEND Area of Interest (AOI) D Alea of Interest (AOI) Soils Soil Map Units Spedal Point Fntuflls <,) Blowout 181 Borrow Pit * Clay Spot • Closed Deptession X Gravel Pit ... GraveDy Spat @ LandfiD A Lava Flow ... Marsh or swamp ~ Mine or Quarry • Miscellaneous Water • Perennial Water V Rock Outcrop + Saline Spot Sandy Spot ... Seve,eiy E,oded Spot <> Sinkhole p Slide orStip -Sodic Spot = Spoil Area a Stony Spot Natural Resources Conservation Service a) Ve<y Stony Spot t Wei Spot • Other Special Line Features .,,_ Gully ... ShO<I Sleep Slope A, Othe, Political Features • Cities Water Features llil Oceans Streams and Canals Transportation ..... -/',/ - Rails Interstate Highways us Routes Major Roads Local Roads Web Soil survey 2.2 National Cooperative Soil Survey MAP INFORMATION Map Scale: 1:2,500 H pnnted on B size c11· x 11·) sheet. The soil surveys that oompnse your AOI were mapped et 1 :24,000. Please rely on the bar scale on each map sheet for accurate map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websollsurvey.nrcs.usda.gov Coordinate System: UTM Zone 1 ON NAD83 This product is generated from the USDA-NRCS cartified data as of the version date(s) fisted below. Soil Survey Area: Survey Area Data: King County Area, Washington Version 4, Nov 21, 2006 Date(s) aerial images were photographed: 7/24/2006 The orthophoto or olher base map on which lhe soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a resutt, some minor shifting of map unit boundaries may be evident. 517/2009 Page 2 of 3 Soil Map-King County Area, Washington USDA ~ Map Unit Legend Map Unit Symbol AkF Ng Py Ur Totals for Area of Interest Natural Resources Conservation Service King County Area, Washington (WA633) Map Unit Name I Acres inAOI Alderwood and Kitsap soils, very steep ' i Newberg silt loam • Puyallup fine sandy loam . Urban land Web Soil Survey 2.2 National Cooperative Soil Survey Percent of AOI 18.7 32.6 20.6 13.2 85,1 22.0% 38.3% -~ 24.2% 15.5% 100.0% 5/7/2009 Page 3 of 3 .,; lo ~ 47• 27' 59" 4 7" 27' 43• !;: lo ~ N A Map Scale · 1 2.500 l pnnled on B s ize (11 " x 17") sheet •-----======-----------==========::::i Metcrs 0 40 80 160 240 ------======------------==========:::,Feel 0 150 300 600 900 USDA Natural Resources ,....-= Conservation Service Soil Map-King County Area, Washington Web Soil Survey 2.2 National Cooperative Soil Survey 5/7/2009 Page 1 o f 3 47"27'59" 47" 27' 42" 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2.0 CONDITIONS AND REQUJRl{MJ<:NTS SUMMARY 2.1 Analysis of the Eight Core Requirements Core Requirement No. I: Discharge at the Natural Location. Response: This project will discharge at the natural location much as it does under existing conditions with very little change to the discharge rate, location, and peak flows after development. Core Requirement No. 2: Off-Site Analysis. Response: Please refer to Section 3.0 of this report for the off-site analysis prepared for this development. Core Requirement No. 3: Flow Control. Response: As delineated in the Level I Off-Site Drainage Analysis, Level 2 Flow Control is the required flow control for this project site. However, Level 3 Flow Control is being provided. Core Requirement No. 4: Conveyance System. Response: The conveyance system for this project site will be sized consistent with the 2005 King County Surface Water Design Manual such that the Rational Method will be used to size the conveyance elements since less than 10 acres of the new developed site will contribute to any one conveyance system element. Core Requirement No. 5: Tempora,y Erosion and Sediment Control. Response: This project will concur with all erosion and sediment control measures required by the 2005 King County Surface Water Design Manual as delineated in Appendix D of this manual. Clearing limits will be specified, cover measures will be instituted, perimeter protection will be installed, and traffic areas will be stabilized every day after work is completed by sweeping the streets of any sediment deposited. Sediment retention will occur on site in the form of a sediment pond for each developed area, etc. Core Requirement No. 6: Maintenance and Operations. Response: This project will concur with all maintenance and operations requirements of the City of Renton. Core Requirement No. 7: Financial Guarantees and Liability. Response: This project will concur with all financial guarantees and liability requirements for the City of Renton. Core Requirement No. 8: Water Quality. Response: This project requires Basic Water Quality treatment and the proposed method of treating runoff from this project site will be by wet pond located as dead storage below the live storage of the pond proposed for this development. l 1706.031.doc 2.2 Analysis of the J<'ive Special Requirements Special Requirement No. 1: Other Adopted Area-Specific Requirements. Response: There are no other area-specific requirements for this project site as delineated in the 2005 King County Surface Water Design Manual. Special Requirement No. 2: Flood Hazard Area Delineation. Response: Since this project is adjacent to a flood hazard area for a river or stream the I 00-year floodplain and flood way, if applicable, shall be determined. The 100-year floodplain was determined with the modifications to the New Life Christian Church development located on the east side of Madsen Creek based on backwater from Cedar River and that same I 00-year floodplain will be used for this development. Special Requirement No. 3: Flood Protection Facilities. Response: This project does not rely on an existing flood protection facility nor does it propose to modify or construct a new flood protection facility. Therefore, this special requirement does not apply. Special Requirement No. 4: Source Control. Response: This project will have a small building associated with it in the form of a bathroom and storage area; therefore, water quality source control is applicable to the project site and will be applied as described in accordance with the King County pollution prevention manual and King County Code Section 9. 12, such that the parking lot will be swept regularly and the owner of the project will be educated about the proper use of pesticides and fertilizers. Special Requirement No. 5: Oil Control. Response: This project does not meet the threshold of a high use site; therefore, this requirement does not apply. 11706. 031.doc 3.0 OFF-SITE ANALYSIS LEVEL 1 OFF-SITE DRAINAGE ANALYSIS Proposed New Life Christian Church Building Additions SWC -Renton-Maple Valley Highway (SR-169) and 152nd Avenue S.E. King County, Washington Prepared for: Church Consultants P.O. Box 1526 Duvall, WA 98019 November 9, 2005 Our Job No. 11706 IEY.PIRES 10/ 10/ &«2 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 18215 72NDAVENUES0UTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • OLYMPIA, WA • TEMECULA, CA • WALNUT CREEK, CA www.barghausen.com TABLE OF CONTENTS TASK I STUDY AREA DEFINITION AND MAPS EXHIBIT A Vicinity Map EXHIBIT B Downstream Drainage Map EXHIBIT C Upstream Basin Map TASK2 RESOURCE REVIEW EXHIBIT D FEMA Map EXHIBIT E Sensitive Areas Folios EXHIBIT F SCS Soils Map EXHIBIT G Assessor's Map EXHIBIT H Wetland Inventory Map EXHIBIT I Basin Reconnaissance Summary Report TASK3 FIELD INSPECTION EXHIBIT J Off-Site Analysis Drainage System Table 3.1 Conveyance System Nuisance Problems (Type I) 3.2 Severe Erosion Problems (Type 2) 3.3 Severe Flooding Problems (Type 3) TASK4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS EXHIBIT K Drainage Complaints 11706.002.doc TASKl STUDY AREA DEFINITION AND MAPS TASK 1 STUDY AREA DEFINITION AND MAPS The proposed New Life Christian Church is located on a site that is approximately 55.14 acres in size located within a ponion of Section 23, Township 23 North, Range 5 East, Willamette Meridian, King County, Washington. More particularly, the site is located on the southwest comer of SR-169 and 152nd Avenue S.E., on a previously developed site that has an existing church, a parking facility, and school hall. The existing topography of the site is such that the site tends to drain in a northerly direction at a fairly constant rate toward the right-of-way of SR-169. There is an existing detention pond located in the northeast corner of the propeny, which will be filled in with a new underground detention vault installed in the same location. The Technical Information Repon (f!R) for the original design for this Renton Assembly of God now known as Renton New Life Christian Church dated February 7, 1992, revised June 3, 1993. with a final revision of June 29, 1993, is attached to the TIR for this new development on the same project site. Please refer to that document for a further description of the existing conditions on the project site. The proposal for the new development. a portion of which is considered redevelopment of this project site, is to construct a new church building, additional parking with two stormwater quality detention ponds, one being a pond and one being an underground vault located in the northwest and northeast comers of the project site. The total relief across the site is approximately 75 feet. All existing buildings in this development will remain intact and untouched; however, portions of the existing parking lot will be demolished to construct a new church building. UPSTREAM DRAINAGE ANALYSIS Based on the lJSGS quad map, our site visit, the original TIR prepared for this project in J 993, and a topographic survey prepared for the project, it appears that there is upstream flow onto and through the site. This upstream flow will be divided into two separate basins. The first is the basin from Madsen Creek, which has two separate drainage courses, one for any peak runoff rate less than 40 cfs that tends to course through the site. Any of the peak runoff rate in excess of 40 cfs has its own separate channel based on a diversion structure located at a regional detention and sedimentation facility located on the southwest comer of the project site. Madsen Creek has an upstream basin of approximately 1,490 acres, and the site itself has an all-woods upstream basin of approximately 17.5 acres. The Fairwood Golf Course consist~ of part of the upstream basin from Madsen Creek. Please refer to the upstream basin maps in this section of the report for a further description of how the upstream basins are configured for this project. In addition, you can refer to the TIR prepared in June 1993 by Urban Design, Inc., which desc,ibes the upstream basins in further detail. 11706.002.doc EXHIBIT A Vicinity Map ~ ,;: H"ff''·' l>mi ~· S[ 138.,!!f Pl " < S€ 1flto St l Sf I/Olk Sf , • Z 1581\4 1't. S{ " 0 3 SE UISf SI 4 l58llt AW S£ VICINITY MAP NORTH SOURCE: THE THOMAS GUIDE (USED BY PERMJSSJON) EXHIBIT B Downstream Drainage Map ~~~:, ., ... I ~ ' ' ! ' i' \ ' .I " L ~ < oJ. .J) \aJ \-<(' v')zj~ 'Z-3<C 3-cC~~ ~ w \l C). Ci... \ ~ \ \,~ ~~ \ \ \\ \'\ \ ' \ \ \ \ - I ---- '" " I I ff ;1 ·1· ' " •• l<-,1 ------ Jq .. I /,. ":; Ii I /! I i J .s~ l ;; ;; /f I " ' ! ; ' . / f ,, • .. -r· .-.,,.,;, ~I ; ! s I ~ I ! ; I : I l }j "' 'I <c11 '"' "~' ~.-.. ~ .. (Htli tll)l ·--. • .f? I / l i ! ! ' 0 \ .) EXHIBIT C Upstream Basin Map ./ -1. ... • :: ...... 7-... '"., • 11 '.) ~-··_ .. ,r~: .. :::r:--~ N\40.St,v vfl~IL 1490 A:(,~ I t,1 p ~ -r tt...~_A M J:l,A.~,,.J TASK2 RESOURCE REVIEW TASK2 RESOURCE REVIEW Adopted Basin Plans: The site is ultimately pan of the Cedar River Basin, but initially drains to Madsen Creek. • Finalized Drainage Swdies: A finalized drainage study was prepared for this project in 1993 by Urban Design, Inc., and is attached to the TIR under Section 6.0 -Special Reports and Studies. Please refer to that document for further descriptions of the existing conditions at the project site. • Basin Reconnaissance Summary Report: The site is located in the Cedar River Basin. Part of the Cedar River Basin reconnaissance summary report is to construct a channel from Madsen Creek after it crosses underneath SR-169 and courses through on the north side of the highway toward the Cedar River. Based on the site visit performed in October 2005. even through the channel is thickly vegetated it appears that it has been constructed. This was done to alleviate flooding in the downstream drainage basin. It is difficult to say how much was constructed as the vegetation was so thick that the channel could not be viewed. • Critical Drainage Area Maps: According to the water quality applications map and the 2005 King County, Washington Surface Water Design Manual (KCSWDM), Basic Water Quality Treatment is required. According to the flow control applications map, also in the KCSWDM, Conservation Flow Control, known as Level 2 Flow Control, is required as a minimum. • Floodplain and F/oodway FEMA Maps: Please see the enclosed Exhibit D-FEMA Map utilized for this analysis (Panel No. 984 of 1,725, Map No. 53033C0984 F, revised May 16, 1995). As indicated by this map, the proposed project does not lie within a floodplain or floodway of a stream. • Other Off-Site Analysis Reports: A review of Exhibit I -Basin Reconnaissance Summary Report, and a site investigation was conducted in preparation of this Level I Off-Site Drainage Analysis. The U.S. Department of Agriculture Soils Conservation Service soils map is also provided (see Exhibit F). • Sensitive Areas Folios: Based on a review of the King County sensitive areas map folios, it was found that the subject site does lie within a sensitive area. Madsen Creek is a fish-bearing stream, the slopes above the project site are erosion hazard areas, the slopes above the project site are landslide hazard areas, and the site is located in a seismic hazard area. • Road Drainage Problems: This is not applicable. • United States Department of Agriculture King County Soils Survey: Based on our review of the soils map for this area, the entire site lies within Newberg and Puyallup type soils, which are both considered till type soils. • Wetland Inventory Map: The wetland inventory map for this area has been reviewed and it was determined that there are no wetlands inventoried on the project site. An existing wetland on the Aqua Barn site, immediately east of the project site, is inventoried in the wetland inventory map; however, it was not on the site. • Migrating River Studies: This is not applicable. 11706.002.doc EXHIBITD FEMAMap ! ~ ' cc 0 23 '• ZONE X "' IJ ~o -"' ZONE X \ ··"--· SOUTHEAST ·180TH PLACE REFERENCE: Federal Emergency Management Agency (May 16, 1995) 18215 72NDAVENUE SOUTH KENT, WA 98032 (425) 251-6222 -PHONE (425) 251-8782 -FAX CIVIL ENGINEERING, LANO PLANNING, SURVEYlNG For: Title: NEW LIFE CHRISTIAN CHURCH RENTON, WASHINGTON FEMAMAP Job Number 11706 DATE:05/11/09 P:\llOOOs\11706~11706 exhbib.CO' FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS PANEL 984 OF 1725 lSEE MAP INDEX FOR PANELS NOT PRINTED) 630071 0984 F 630088 0884 F . MAP NUMBER 53033&0984 F MAP REVISED: MAY 16, 1995 Federal Emergency Management Agency REFERENCE: Federal Emergency Management Agency (May 16, 1995) 18215 72NDAVENUE SOUTH KENT, WA 98032 (425) 251-6222 -PHONE (425) 251-8782 -FAX CIVIL ENGINEERING, LANO PLANNING, SURVEYING For: NEW LIFE CHRISTIAN CHURCH RENTON, WASHINGTON Title: FEMA MAP PANEL Job Number 11706 DATE: 05/11/09 P;\11CXIOs\l l 706\8)d'iblt'QOPhi$\1 l 706 exhWs.cdt 11111 Identified 1983 LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD ZONE A No bai;e flood elevations determined. ZONE AE Base flood elevations determined. ZONE AH Flood depths of 1 to 3 feet (usually areas of pooding); base flood elevations determined, ZONE AO Flood depths of 1 to 3 fee1 (usually sheet flow on sloping te"ain); average depths determined. For areas of adU\lial fan flooding, velocllies also dettrmined. ZONE A99 To be proleded from 100-year flood by Federal flood protection sy,tem under construction; no base elevations determined. ZONE V ZONE VE Coastal flood whh velocity hazard (Wave action); no base flood elevations determined. Coastal flood with velocity hazard (wave action); base flood elevations determined. FLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS ZONE X Areas of 500-year flood; areas of 100-year flood with average depths of less than 1 foot or with drainage areas less than 1 square mde; and areas protected by levees from 1~ar flood. OTHER AREAS ZONE X ZONED Areas determined to be outside SOO-year floodplain. Areas In which ffood hazards are undetermined. UNDEVELOPED COASTAL BARRIERS Identified 1990 Otherwise Protected Areas Coastal barrier areas are normally locl!lted within or ad/scent to Special Flood Hazard Areas. : : ,} ,. , '1 ir'lf" ":',, ,_,,.,, : ,,,~ ~ r ,,,,,,•, -,11r;.,. ;; ~~~513~~- @------@ f:'", -.(EL 987) -' RM7X Flood Boundary Floodway Boundary Zone D Boundary Boundary Dividing Special Flood Hazard Zones. and Boundary Dividing Areas of Different Coastal Base Flood Elevations Within Special Flood Hazard Zones. Base Flood Elevation Line; Elevation in Feet. See Mep Index for Elevation Datum. Cross Section Line Base Flood Elevation in Feet Where.:·. Uniform'· Within .Zone.-· See Map Index for Elevation Datum. Elevation Reference Mark REFERENCE: Federal Emergency Management Agency (May 16, 1995) For: • M2 River Mile Horizontal Coordinates Based on North 97007'30", 32022'30" American Datum of 1927 (NAO 27) Projection. NOTES This map is for use in administering the National Flood Insurance Program; lt does not necessarily identify all areas subject to flooding, particularly from local drainage sources of small size, or all pfanimetric features outside Special Flood Hazard Areas. Coastal base flood elevations apply <:inly landward of 0.0 NGVD. and Include the effects of wave action; these elevalions may also differ slgniflcantly from those developed by the National Weather SeJVice for hurricane evacuation plannlng. Areas of Special Rood Hazard (100-year flood) include Zones A. AE, AH, AO, A99, V, and VE. Certain areas not In Special Flood Hazard Areas may be protected by Jlood control structures. Boundaries of the floodways were computed at cross sections and interpolated between cross sections. The floodways were based on hydrauHc considerations with regard to requirements of the Federal Emergency Management Agency. Floodway widths ln some areas may be too narrow to show to scale. Floodwav widths are pro\lk:led in the Flood Insurance Study Report. Thie map may Incorporate approximate boundaries of Coastal Barrier Resource System Units and /or Oth8M'ise Protected Ar&as established under the Coastal Barrier lmprovenwmt Act of 1990 (PL 101-591). Corporate limits shown are current as of the date of this map. The user should contact approprfate community offfclals to determine if corporate limits have changed subsequent to the issuance of this map. For community map revision history prior to count'f#ide mapping, see Stlction 6,0 of the Flood Insurance Study Report. For adjoining map panels and base map source see separately printed Map Index. MAP REPOSITORY Refer to Repository Listing on Map Index EFFECTIVE DATE OF COUNTYWIOE FLOOD INSURANCE RATE MAP: SEPTEMBER 29,1969 EFFECTIVE DATE(S) OF REVISION(Sl TO THIS PANEL: Revised May 16. 1995 to update map format. · To determine if flood insurance is available, contact an insurance agent or call the National Flood Insurance Program at (BOO] 638-6620. 600 APPROXIMATE SCALE IN FEET 0 500 Job Number 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 -PHONE (425) 251-8782 • FAX NEW LIFE CHRISTIAN CHURCH RENTON, WASHINGTON 11706 CIVIL ENGINEERING, LAND PLANNING, SURVEYING Title: FEMA MAP LEGEND DATE: 05/11/09 P;\11 DD0s\11706'\0Xhibl1\graphics\ 11706 eJitiibJls.cdr 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 -PHONE (425) 251-8782 -FAX CIVIL ENGINEERING, LAND PLANNING. SURVEYING For: Title : NEW LIFE CHRISTIAN CHURCH RENTON, WASHINGTON SENSITIVE AREAS MAP Job Number 11706 DATE: 05/11/09 P:\1 HJOOs\11 706\extiibl\grophics\1 1706 ext,;tJlt~co -, '- ,, ~; {I_ I ,~ t; ': JV ;/ . .. . ("TT~ • < ,_01 m -,~ ~ ~ ~ ffl D /'/ ~ County Boundary Highways Streets lhghw.,y Artari.tls Loc:al Wildlife Network SAO Stream Class I Cbss 2 Parcnnml Cbss 2 S:llmomd Class 3 Und.Hslf'IOd Shorellne Management Designatlon Conservancy Nirtur.11 Rur.sl RurallComwuv.:incy Urb...n U rb.:anl R u ra I Lakes and Large Rivers Streams Flooclway 18215 72NDAVENUE SOUTH KENT, WA 98032 (425) 251-6222 -PHONE (425) 251-8782 -FAX C IVIL ENGINEERING. LANO PLANNING. SURVEYING Legend D 100 Year Floodplain So.nsrtM L.nc Trcimmcnt m Sole Source Aquifer • Bog D1ain311ci Ani3 m ~ ffl ~ ml • • • SAO Wetland SWOM flow Control SAO Landslide • 0~ flow Control SAO Coal Mlne Consorvallon Flow Control SAO Seismic • Flood Problem FlowConuol SAO Erosion CAO Basin Condition Chinook Di"Stribution D lhgh Sem;itive Area Notice on Title D ~todrum Drainage Comp laints D Low Areas Susceptible to CAO Tributary Basins Groundwater Contamination D Lower T rmu1;uy Dains low [] Upper Tnbut;uy D~ms Mod11sm Shaded Relief tligh Critical Aquifer Recharge Area Catogory 1 Catogo-ry2 C.:!!ogosyl SWOM landslide Hazards l.and~idc I hwrrd l.and1111dc 11:wml Or,11n.:,.gc SWDM Water Quality Basic Wm or Ouabty T mal.rnon I (cont) For: Job Number NEW LIFE CHRISTIAN CHURCH 11706 Title: RENTON, WASHINGTON SENSITIVE AREAS MAP LEGEND DATE :05/11/09 P:\ 11 OOOs\ 11706\exhtt>lt',graphlcs\ 11 706 ex!'ibtts.Cd 112 0 MILE COAL MINE HAZARD AREAS NORTH SOURCE: 1990 KING COUNTY SENSITIVE AREAS FOLIO 1/2 0 MLE SEISMIC HAZARD AREAS NORTH SOURCE: 1990 KING COUNTY SENSITIVE AREAS Fouo #'tl,4~ ~~ \~! ......... , LANDSLIDE HAZARD AREAS SOURCE: 1990 KING COUNTY SENSITIVE AREAS FOLIO 112 0 MII.E NORTH 112 0 MILE t!-.~a,HA.~\ \~i ..... _ .... EROSION HAZARD AREAS NORTH SOURCE: 1990 KING COUNTY SENSITIVE MEAS FOLIO 1J2 0 ..... STREAMS AND FLOOD HAZARD AREAS NORTH SOURCE: 1990 KING COUNTY SENSITIVE AREAS FOLIO 1/2 0 MH WETLANDS NORTH SOURCE: 1990 KtNG COUNTY SENSITIVE AREAS FOLIO EXHIBITF . SCS Soils Map SOILS MAP NORTH EXHIBITG Assessor's Map I .. , -1--.. ~ I I j '"•j- :' i f ~-,· --fJ -i:1 .. --.. ~"'-----, ..!:It:!'., -~ /// . J 1 ,• ••• --· Control --OIW>t -P1'1 -S001IPl1t ---0,,gaql$hOl"IPIII -----Loe -·-· --....., ·,. ·, . ... -~_ ...... .·· "i, -~---·· '· ,', ·~ : ·' ~ ---···-····------. --~:"""-~.o:::: ........ ---' , ·~-"\i .•. -~·-.-,-1:"" Psrt"@I ' .. , ~~·· l' /, " jPlaited Ma,or Nianber Oovemmenn..ot ""'' REFERENCE: King County Department of Assessments (April 7, 2008) -Pwce1 · ·· -Da1111b0n..-,ciam 18215 72NDAVENUE SOUTH KENT, WA 98032 (425) 251-6222 -PHONE (425) 251-8782 -FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING For: NEW LIFE CHRISTIAN CHURCH RENTON, WASHINGTON Title: ASSESSOR MAP Job Number 11706 Sca18:H. T.S. DATE:05/11/09 P:\l lOOOs\11706\e:xhJblt\grQpl"l(:$\11706 exhlbits.cct EXHIBITH Wetland Inventory Map * ~ tl <l'I Jenkins Creek Lower· Cedar River Cedar River Basin Photo Date: 5-80 WETLAND: Lower Cedar River 17 LOCATION: SW 5[ 23-23-5 INVENTORY DATE: ACREAGE: CLASSIFICATION: l'EH5 PA81 7-27-81 1.6 fish and Wildlife Service Palustrine, Emergent, Narrow- leaved Persistent (Cattail) Palustrine, Aquatic Bed, persistent North J.. COMMUNITY PLAN AREA: BASIN OR DRAINAGE: Approx. Scale: 1" -200' Soos Creek Cedar River Common Name Shallow Marsh Deep Harsh NOTE: The wetland &Qge shown abo¥o Is approximate. In marshes. ponds or fakes, the transition from standing water to uplands Is usually clear. Howewor, the ed,es of forested or scrub/shrub wetlands are le55 distinct. There, the chan4}C' from wett-.ind to upland often occurs over a broad area called the ""transUlon zone ... For • dlscusslon, soe Wettancl Pfanb ot Kini County and the Puget Sound Lowland, and .. Guldellnes tor King County Wetlands.'' Lower Cedar River 11 OBSERVED SPECIES: (refer to list in Appendix 1) Trees: Herbs: Shrubs: Sedges/Rushes/Grass/fern: Birds: Maumals: Fish: Other: AR YP, ZP, TL SX LM GH, MA, KD, VS, BS, RB, SS, GF RARE/ENDANGERED/THREATENED SPECIES: (refer to list in Appendix 2) Recorded/Observed: Potential: SIGNIFICANT HABITAT FEATURES: OUTLET: Type: Overland Undefined Condition: Outflow enters: POTENTIAL STORAGE: Existing Active: Potential Active: 1 ac. ft. 1 ac. ft. GENERAL OBSERVATIONS: Horse pasture surrounding. lTLAND EVALUATION SUMMARY: Data was coll~ed in the five cateqories shown below. Within each category the data was evaluated 10 produce nume..-icel values. ComJ)Osite valueJ for each category were produced in order to compare each w11tland to other wetlands in its sub..t)asin and in King County. The ,.a,ult of that comparm>n WM a percentile rank. The percentile is npressed on a scale of one hUfldred and indicates the percent of wedands that MX>f8d equal to or befow that particular ~ite. For example, a percentile rank of 80 undltf sub-basin means that the wetland SCOfed equal to or better than 80 percent of aff sites within the sub-basin for that evaluatiM category. NOTE: The percentile ranks ant valid only within the individual evaluation ca1egory and are imended sofely for reference and comparison. HydrolotY: Biol09Y: Visual: Cultural: Economic: Evaluation Category runoff storage potential. water quality, potential for minimil:ing damage in downHre.rim areas quality of habitat, abundance and diversity of plant and animal species divenity and contrast of wetland and surmunding vegetation, su.-rouncfing landfonns types of accen. proximity to schools/institutions. overaJI environmental quality pn,sence of agriculture/peat extraction. anedromous or game fish. game tmds or manmal~ of commercial value WETLAND RATING: Rank (by percentile) Sub-basin 2 38 76 77 69 County-wide 8 40 57 62 51 Each wetland was assigned one of three possible· wtttland ratings. The wetland ratings: were determined by examining 1he scores of selected i-.;entory tasks. :specific data or percentile ranks for individual evaluation categories. The criteria used IO assign the· WW1tland ratings are ;ribed in the Introduction. For each rating a number of specific ~idelines for new devetopment in or adjacent to wetlands were prepared. ~d: fP,Jidefines are in1ended to assist in carrying-out King County's Sensitive Arees Ordinance and other wedand polk:iH. They ere included in a separate report titled .. Guidelines for King County Wetlands". Wetland . Rating: 2 ) EXHIBIT I Basin Reconnaissance Summary Report RECONNAISSANCE REPORT NO. 13 LOWER CEDAR CREEK BASIN JUNE 1987 Natural Resources and Parks Division and Surface Water Management Division King County, Washington Department of Public Works Don LaBelle, Director King County Executive Tim Hill King Conoly Council Audrey Gruger, District 1 Cynthia Sullivan, District 2 Bill Reams, District J Lois North, District 4 Ron Sims, District 5 Bruce Laing, District 6 Paul Barden, District 7 Bob Grieve, District 8 Gary Grant, District 9 Plld:s, Planning and Resources Joe Nagel, Director Surfare Waler Management Division Joseph J. Simmler, Division Manager Jim Kramer, Assistant Division Manager Dave Clark, Manager, River & Water Natural Rerources aod Parks Division Russ Cahill, Division Manager Bill Jolly, Acting Division Manager Derek Poon, Chief, Resources Planning Section Bill Eckel 1 Manager, Basin Planning Progrnm Resource Section Larry Gibbons, Manager, Project Management and Design Section Contributing Slaff Doug Chin~ Sr. Engineer Randall Parsons, Sr. Engineer Andy Levesque, Sr. Engineer Bruce Barker, Engineer Arny Stonkus, Engineer Ray Steiger, Engineer Pete Ringen, Engineer Consulting Sta(( Don Spencer, Associa1e Geologist, Earth Consultants, fnc. John Bethel, Soil Scientist, Earth Consultants, Inc. P:CR Contributing Slaff Ray Heller, Project Manager & Team Leader Matthew Clark, Project Manager Robert R. Fuerstenberg, Biologist & Team Leader Matthew J. Bruengo, Geologist Lee Benda, Geologist Derek Booth, Geologist Dyanne Sheldon, Wetlands Biologist Cindy Baker, Earth Scientist Di Johnson, Planning Support Technician Robert Radek, Planning Support Technician Randal Bays, Planning Support Technician Fred Bentler, Planning Support Technician Mark Hudson, Planning Support Technician Sharon Clausen, Planning Support Technician David Truax, Planning Support Technician Brian Vanderburg, Planning Support Technician Carolyn M. Byerly, Technical Writer Susanna Hornig, Technical Writer Virginia Newman, Graphic Artist Marcia McNulty, Typesetter Mildred Miller, Typesetter Jaki Reed, Typesetter Lela Lira, Office Technician Many Cox, Office Technician TABLE OF CONTENTS I. SUMMARY II. INTRODUCTION III. FINDINGS IN LOWER CEDAR RIVER BASIN IV. V. A. Overview of Basin B. Effects of Urbanization C. Specific Problems I. 2. 3. Drainage and flooding problems Damage to property Destruction of habitat RECOMMENDATIONS FOR ACTION A. Reduce landslide hazards B. Reduce erosion and flooding C. Prevent future erosion and flooding with appropriate analysis, planning, and policy development D. Stop present (and prevent future) damage to habitat by addressing specific problems in stream systems MAP APPENDICES: APPENDIX A: APPENDIX 8: APPEDDIX C: Estimated Costs Capital Improvement Project Ranking Detailed Findings and Recommendations I I 2 2 4 5 5 6 6 7 7 7 8 8 11 A-1 B-1 C-1 I. SUMMARY The Lower Cedar River Basin, in southwest King County, is unique in its development pat- terns and the as.sociated environmental problems that appear throughout the basin. Except for the city of Renton and areas on the Cedar River Valley floor, most of the development in the basin has occurred on the upland plateaus. Most of this development is recent and primarily residential. In addition, the plateau is the site of numerous sand and gravel mining operations and, in the southern uplands, an abandoned coal mine. Peat is also being mined north of Otter Lake. fn some areas livestock are being raised on small farms; there are no major crop-related agricultural activities in the basin. The effects of development are most apparent where storm drainage is routed over the valley walls. Impemous sudaces on the plateau have iom:ased the rate and volume of storm runoff, n:sulting in Pibstaotial erollion, siltation, aod flooding below. In addi- tion, erosioo and siltation have damaged or dC$lro)'ed habitat in many tributaries, threatening the su,vival of fish. Habitat and water quality throughout the basin are also threatened by the filling of wetlands and the presence of huge amouolS of domestic lt3Sb in some streams. The reconnaissance team noted that the Peterson Creek system has so far remained in its natural, nearly pristine condition. Maintaining this quality should be a high priority in future basin planning capital project programs. Recommendations in the Lower Cedar River Basin include 1) designing and oonstructing appropriately sized RID and other drainage facilities; 2) establishing stricter laud use policies regarding floodplains, wetlands, and gravel mining; 3) oonducting more delailed and oomprehensive hydraulic/hydrologic aoalyses of proposed developments; and 4) preventing damage to the natural drainage system. The field team also recommends 5) restoring the habitat o( several tributaries (e.g., cleaning gravels, revegetating stream banks, and diversifying streambeds for spawning and rearing) as well as 6) protecting the nearly pristine quality of Peterson Creek. U. INTRODUCTION: History aod Goals of lhe Program P:LC In 1985 1he King County Council approved funding for the Planning Division (now called the Natural Resources and Parks Division), in coordination with the Surface Water Management Division, to conduct a reconnaissance of 29 major drainage basins located in King County. The effort began with an initial investigation of three basins --Evans, Soos, and Hylebos Creeks ·• in order co determine existing and potential surface water problems and to recommend action to mitigate and prevent these problems. These initial investiga- tions used available data and new field observations to examine geology, hydrology, and habitat conditions in each basin. Findings from these three basins led the King County Council to adopt Resolution 6018 in April 1986, calling for reconnaissance to be completed on the remaining 26 basins. The Basin Reconnaissance Program, which was subsequently established, is now an important ele- ment of surface water management. The goals of the program are to provide useful dala with regard to I) critical problems needing immediate solutions, 2) basin characteristics for use in the preparation of detailed basin management plans, and 3) capital costs associated with the early resolution of drainage and problems. The reconnaissance reports are intended to provide an evaluation of present drainage con- dilions in lhe County in order to transmit information to policymakers to aid chem in developing more detailed regulatory measures and specific capital improvement plans. They are not intended to ascribe in any conclusive manner the causes of drainage or erosion l Lower Cedar River Ua!;in (continued) problems; instead, they arc to be used as initial suiveys from which choices for subsequent detailed engineering and other professional environmental analyses may be made. Due to the limited amount of lime available for the field work in each basin, the reports must be viewed as descriptive environmental narratives rather than as final engineering conclusions. Recomn1endations contained in each report provide a description of potential mitigative measures for each particular basin; these measures might provide maximum cnvironmen1al protection through capital project construction or development approval conditions. The appropriate extent of such measures will be decided on a case-hy-<:ase basis by County offi- cials responsible for reviewing applications for pemtit approvals and for choosing among competing projects for public construction. Nothing in the reports is intended to substitute for a more thorough environmental and engineering analysis possible on a site-specific basis for any proposaL ID. FlNDINGS IN WWER CEDAR RIVER BASIN P:LC The field reconnais.<;ance of Lower Cedar River Basin was conducted in January 1987 by Robert R. Fuerstenberg, biologist; Bruce L. Barker, engineer; and Lee Benda, geologist. Their findings and recommendations are presented here. A Overview of Lower Cedar River Basin The lower Cedar River Basin is located in southwest King County and is 27 square miles in area. !t extends southeast from the mouth of the Cedar River on Lake Washington to approximately river mile 14.0. The boundary to the northeast is marked by a ridgetop connecting the city of Ren1on 10 Webs1er and Franklin Lakes; the boundary to the southwest runs along Petrovitsky Road 10 Lake Youngs. Renlon is the only incorporated area in lhe basin. 01her population centers include Fairwood, Maplewood Heights, and Maple Valley. Except for the city of Renton, mos1 of the residential concentrations are located on the upland plateaus overlooking the Cedar River Valley. These upland developments are recent compared lo the smaller estat>lished communities on the valley floor. The basin lies within portions of three King County planning areas: Newcastle in the no.rtheast (which includes Renton), Tahoma-Raven Heights in the east, and Soos Creek (the largest of the three) in the we5t. Rural areas exist on the valley floor on both sides of 1he lo•;er Cedar River, from approximately river mile 5.50 to 13.00. These are limited 10 pastureland for horses, cows, and some sheep and several small "u-pick" fruit and vegetable farms. Similar areas are located on the southern uplands above the reach from river mile 5.50 to 7.00 and in the Lake Desire-Otter Lake area. The plateau is also the site of sand and gravel mining operations and, in the southern uplands, of the abandoned Fire King Coal Mine. Peat deposits exist west of Lake Desire and notth and south of Otter Lake, and peat mining is being carried out north of Oner Lake. Present zoning all°"''S for urban and suburl.lan densilies throughout much of lhc basin: particularly on the upland plateaus and in the Cedar River Valley from its mouth to appoximately river mile 6.50. Population projections for the year 2000 in the three plannign areas containing the Lower Cedar Basin are over 311~000; an increase of 47 2 P:LC L°'""·er Cedar River Basin (continued) percenl from rhe present Mosr of !his growth will occur in rhe Soos Creek Planning Area. Dominant geological aod geomorpbic features. The geology of the Lower Cedar River Basin is diverse. Geological formations exposed along rhe valley include sedimentary rocks, undifferentiated older glacial dri(t, e:densive ground moraine deposits, recenr alluvium along the Cedar River, and landslide deposits along the river and its rribu- rmies. The sedimentary rocks, composed of moderately dipping sandstones, con- glomerates, mudstones, and shales, are exposed locally along the cliffs of the Cedar River Valley near the mouth of the Cedar River. In addition, the Renton fom1a1ion, composed of sandstones, mudstones, and shales wirh periodic deposits of coal, is also exposed along the lower portion of the Lower Cedar River Valley. Undifferenriated glacial deposits found here are composed of rhrec or more till sheers, glacio-fluvial sand and gravel, glacio-lacusrrine clay, and sand, and non-glacial sand, clay and rhin pear. These lie over the sedimentary rock fonnarions and are best exposed in cross.section along the cliffs of the main valley and major tributaries. The morphology of the Lower Cedar River Basin is dominated by the valley formed hy the Cedar River. Valley walls are steep cliffs formed by landslides in glacial sedi- ments. A once extensive and meandering: River, which crealed a wide valley floor as it cut its way westward, ~he Cedar today is diked [or most of its length through the lower valley. A narrow but extensive band of landslide deposits exists along the sleep cliffs of the main river and its major triburaries. The landslide deposits consist of deformed blocks of glacial sediments and colluvium derived from slides or mass flowage, such as landslides and debris flows. Recent alluvial deposits fill 1he valley and major tributaries. Small, composite, alluvial deb,is fans exist at rhe mou1hs of lhe largest lriburaries. Closed depressions, principally in lhe uplands, have lacustrine and peat deposits. The Lower Cedar River Valley has a high potential for erosion due to steep slopes and the existence of a clay layer 1hat promotes soil failures. In addition, the confined nature of tril>utary channels between steep hillslopes promotes bank erosion during high flows. Numerous recenl landslides are evident along cliffs of many of lhe steep tributaries and along lhe main stem of the Cedar River. These have been accelerated by the removal of vegetation and the routing of concenlrared srorm flows over steep slopes in areas where development has occurred. Hydrologic and hydraulic characteristics. The Cedar River Basin is composed of a complex dntinage network consisting of lhe Cedar River and 17 1ributaries. The larger tributaries begin in lakes or werlands on rhe bluffs and flow through relatively flat, stable channels lo the edge of the Cedar River Valley, then plunge down 10 the valley floor through steep, erodible ravines. Tributaries of 1his type such as Tributary 0304 (with headwaters at Wetland 3111) and Tributary 0328 (which l>egins at Lake Desire), are found on the south side of rhe Cedar River. Another type of tributary collects surface nmoff from urbanized areas, pasturcland, and wooded areas. Tributaries 0302, 0307, and 0312 are examples of this type of tributary. They are intermittent (depending on rainfall). shorter in length, flow through shallower channels thal are steeper at the bluffs and lransporl more material during rimes of 3 P:LC Lower Cedar River Basin (continued) high flows. Some of the worst problems located during field investigation (see Appendix C for a full listing) occur on this type of rriburnry. Catchments 5, 6, and 12 have very infiltrative soils. Urban developments hvae utilized RID poinds to effectively infillrate all urban runoff before it reaches the valley hillslopes. The infiltrated runoff then reappears as springs. Two large lakes (Desire and Otter), together wilh four smaller ones (Shady, Peterson, Webster, and Francis) lie in the southeast third of the basin. Numerous large wetland areas exis1 in this section as ,.-.,11. The field team identified 10 polential wetland sites thal had not been previously identified in the Sensitive Areas Map Folio (SAMF). The system of lakes and wetlands in this area effectively buffers the high flows draining to these tributaries. Habitat characteristics.. With few exceptions, usable fish habital exists only in peren- nial streams (i.e., Trib. 0302, 0304, 0305, 0328, and possibly 0308). In other streams (e.g., Trib. 0303 and 0310), steep gradients preclude fish use. Steep gradients also reduce fish use in the perennial systems (except for Trib. 0328). Habitat is in various stages of degradation in these systems; pools are being filled and gravels and debris shift regularly. [n Tributary 0328 (Peterson Creek), however, habital diversity is extensive, and the channel is not seriously degraded. Al this location the field ream observed al least three species of salmonoids. In general, lhe most diverse and least disturbed habitat in a tributary system occurs in the large .. -etland areas in the southeast third of the basin. Usable habitat for anadromous fish is found in the low-gradient portions of streams where channels cros.5 the Cedar River Valley floor. In these reaches, however, only spawning habitat is likely to be available, as the pools and woody debris necessary for successful rearing either do not exist or are quite limited. Excellent spawning and rearing areas exist where pools and riffles are extensive, insrream cover and bank vegetation are intact, and diversity of habitat types is abundant. B. Effects of Urbani>:atioo in the Basin Flooding, erosion, and the degradation of habital associated with development in the Lower Cedar River Basin are most apparent where development has eliminated vege- tation along !he edges of the valley and where stormwater has been routed down channels and swales. The removal of vegetation, such as trees, above and below the edges of valley walls, as well as the discharging of storm,.-ater over the valley wall, has resulled in tension cracks and landslides thar are endangering some houses. The sedi& menrs from these failures are depositing in streams and on valley floors and damaging fish habilat and private property. Discharging stonnwater from increased impervious areas into steep tributary channels and swales is seriously destabilizing channels and valley walls; this in turn results in channel downcutting, bank erosion, and landslides. The sediments from these problems often degrade fish habitat and settle out on pri- vate propeny along the valley floor. Two serious instances of development-related erosion occurred during the November 1986 storm: I) culvercs rerouting the stream were plugged, causing the formation of a new channel that destroyed porlions of roads on Tributary 0314; and 2) new, uncom- 4 Lm~:er Cedar River Basin (continued) pac1ed fill adjacent 10 new residences near collection point 5 was washed partly awav during the storm, causing landsliding and gullying. Future problems will be similar 10 these, as commercial and residential developments increase flow rates and volumes by decreasing natural storage and infillration. This is expected to occur if wetlands on the upper plateau are encroached upon or lost (e.g., on Trib. 0304 at RM 2.30 and on Trib. 0304A at Rm 1.60). The preservation of wetlands and streambank vegetation and the attenuation of storm flows are essential in !his basin. C Specific Problem.< Identified The steep valley sideslopes through which streams pass and the often dense upland development result in a number of similar problems thar repeat themselves throughout the Lower Cedar River Basin. The most significant of these are outlined and discussed below. 1. Drainage and flooding problems are often the result of several conditions: a. Under-sized culverts and inadequate entrance structures. The most notable area is on Tributary 0306 at river mile .30, where a culvcrl here was blocked by debris carried dmvnstrearn by the stream and caused erosion and flooding of Fairwood Golf Course. The blockage was compounded by the fact that the culvert was undersized; the problem will worsen as flows increase from upstream development. b. Serious iostream erosion and subsequent downstream sedimentation. These have been caused by three main factors: I) runoff from residential developments on the bluffs above the valley, 2) compacted pastureland due to livestock, and 3) runoff from impervious areas originating at gravel pits. These problems will continue and worsen until mitigacive measures are taken. (See Appendix C for specific examples.) c. Undersized rechanoel.i:red streams. Tribu1aries on the valley floor are 100 small to carry the increased flows originating in developed residen<iaJ areas along the top of the bluffs. For example, Tributary 0302 at river mile .25, the channel along Maplewood Golf Course, overtops and floods during s1orms_ d. Construction in wetland and Ooodplaio areas, Many of the wetlands on the south side of the Cedar River are peal bogs. and roads built through them continue to settle each year1 increasing the amount of flooding on the road. For example, the road crossing with Tributary 0328B north of Lake Desire will experience more severe flooding as the road settles. c. Discharging of stormwater at the top or steep banks. At river mile 2.20 on the Cedar River, a trailer park (constructed on the edge of the cliff) discharges its drainage down the valley wall. Increased flows erode the steep valley, deposiling sediments on the valley floor, blocking channels and causing flooding. These problems will cvcntuallv s1al1ilize, but only after a large quantity of soil has been eroded. P:LC 5 P:LC 2 Damage lo property is being caused by three factors: Lowt:r Cedar River Basin (continued) a. Landslides and potential landslides. Landslides are accelerated by the removal of vegetation on steep slopes in preparation for residential construction and/or by the routing or slorm nows over hillslopes. For example, a large landslide has already occurred in 1he front yard of a resi- dence on the Cedar River at river mile 7.80. b. Sedimentation (from landslides). Sedimentation and channel and bank ero- sion are damaging private property along the valley floor (Trib. 0299 and 0310). c. Flooding during stonns. Flooding has been brought on by the effects of development and associated changes to lhe natural drainage systems in the basin. (See ·s· above.) 3. Destruction of habitat is being caused by four conditions: a. Sedimentation of pools and rimes and cementing of gravels_ These problems, the result of severe erosion and lhe transport of bedload material, have been caused by upland developments in the basin and th~ presence of associated impervious surfaces, which increase the rate and quantity of surface runoff. Sedimentation and cementing of gravels in streambeds destroy natural spawning and rearing habitat. On Tributary 0307 al river mile .40 and Tributary 0305 at river miles .95, 1.20, and 1.70, recent high flows have eroded 1he streambed at least one foot, contributing to a serious siltation problem downstream. Heavy bedload transport is evi- dent in all systems of the basin except Tributary 0328. In Tributary 0303 at river mile .25, fine sediments are accumulating in gravels that may be used by resident fish. In Tributaty 0304 between river miles .95 and 1.20, pools arc being filled by sands and gravels and rearing habitat is being rapidly lost. b_ Oianoeliz.atioo or stream beds. Loss of habitat through channelization has occurred in all lhe major streams of the basin, bu1 most noticeably in those reaches that cross the valley floor. These reaches lack habitat diversity, reducing fish use for spawning and rearing. Channelization has damaged or destroyed habitat in several reaches that were once heavily used by fish; these include Tributary 0302 between river mile .30 and 40, Tributary 0304 between river miles .05 and .18, Tributary 0305 1,ctween river mile .20 and .7S, and Tributary 0328 from river mile 1.10 to 1.40. These systems cannot afford a further reduction of habitat and still remain viable fishery resour- ces. c. The accumulation of trash in stream beds. This problem occurs in close proxiniity 10 residential areas. Trash degrades water quality and is visually unpleasant. Tires, appliances, furniture, and other trash have been thrown into Tributary 0302 at river miles 1.00 and 1.10 and in Tril>utary 0303 at river mile .35. 6 Lower Cedar River Basin (continued) d. Wetland encroachment. Encroachment destroys habitat and eliminates natural water filtration and storage for surface runoff. Examples of this problem were obseived on Tributary 0304 at river mile 2.30, Tributary 030S al .SO, and Tril•utary 0304A al river mile I.SO. Many wetlands have already been completely lost through filling, for example on Tributary 0306A at river mile .55. Suspected violations were fo1warded to Building and Land Development for enforcement. IV. RECOMMENDATIONS FOR ACTION P:LC The primary recommendations for action in the Lower Cedar River Basin addresses current severe problems related to erosion, habitat destruction, and flooding. Prevention of these prohlenLs will be accomplished by controlling locations and densities of new development and providing adequate RID facilities for stormwater. A Reduce landslide hazards by: I. Including sensitive areas not previously mapped oo the Sensitive Areas Map Folio (SAMF). See Appendix C for a full listing of sensitive areas. Z. Establislung building setbacks along cliffs and native growth proleclion easemcn1s along steep ravines. 3. Discouraging or eliminating the routing of stormwater over cliffs, unless adequate lighrline systems can be constructed to convey 00\1r"S in a safe 1 nonerosive manner lo the bouom of cliffs. 4. Decreasing peak flows by cons1n1cting larger RID facilities 10 lessen the landslide and erosion occurrence along tributary slopes. B. Reduce erosion aod flooding in tbe basin by improving; surface water management: 1. Diicd the Facilities Management Sectioo of the Surface Water Management Division to evaluate existing storm-detention and co,weyance facilities 10 deler- mine whether they are properly sized 10 meet current standards. Evaluation should hegin with all single-orifice R/0 facilities. 2. Consider areas other than wetlands as regional storm-detention facilities. Trilrntary 0300 al river mile .42 is the sire for a proposed dam, for example. 3. Utilire existing lower quality wetlands (those rated other than #l) as regional storm-detention facilities. Wetlands 3102 and 3142 could provide more live storage, for example. 4. 5. Review chaooel aod culvert capacity for comeying existing; and future runoff, and establish floodplain areas in regions of slight gradient for existing and future rnnoff conditions. Promote the infiltration of surface water through the use of retention facilities and open chaooels instead of pipes where the soil and slope conditions permit. Collection points 5, 6, and 12 on plateaus have such soil conditions. 7 P:LC 1£M-·er Cedar River Basin (continued) C. Prevent future problems or erosion and flooding with appropriate analysis, planning, and policy development related to $Urlare water management: 1. Conduct a detailed, oompreheDSM: hydraulic/hydrologic analysis or any proposed developments to determine impacts on the drainage courses downstream. This is especially critical for areas on the upper bluffs and plateau, which drain over sleep, sensitive banks above the Cedar River. 2. Conduct a stvdy o[ the impact oC localing iof"dtration ponds utilized near the edge of the bluffs to determine their effect on seepage faces on the lower face of the bluffs. This might be accomplished with a computer-based numerical model of the groundwater flow. 3. Require the lightlining of storm drainage down steep or sensitive slopes when they cannot be direeted away from the slopes. This is done by piping the flow down the slope and discharging it at the botlom with adequate energy dissipation. Many of the intermittent tributaries flowing down the banks should be tightlined as urban development increases flow to them. 4. ("..oostruct new R/D ponds with f"dter berms lo improve water quality and reduce fine sediment loads. New R/D pon<.ls should have two cells with gravel-berm filters and vegetated swales at the inlet and outlet. ·Consider Tributaries 0304, 0304A, 0302, and 0303 as sites for this type of facility in order enhance water quality. 5. Maintain natural vegetation on streambaoks and floodplains. This is especially importan1 for relatively flat channels flowing on the pla1eau before they reach the steep l>luffs because these channels an<.1 their floodplains will attenuate flows during times of heavy runoff. 6. Maintain buffer areas around wetlands. Many of the rrihutaries on the south side of the Cedar River headwater at wetlands. These wetlands act as natural storage areas during storms. 7. Reevaluate King: County policy regarding permitting for grawl m.in.ing on steep, sensitive slopes. 8. Indudc the city of Rention in future interlocal agreements for planning and capi- tal improvement projects where city and county interests overlap. D. Eliminate present damage to habitat and prevent future damage by addressing specific problems in the :stream systems. The following activities should t,e coordinated among King County, the Muckleshoot Indian Tribe, and State Departments of Fisheries and Game: 1. 2. Reduce damaging storm flows with greater de1en1ion volume and lower release rates at upstream developments. Implement restoration projects on Tributaries 0304 ( river mile .00-.20), Ttibutary 0305 (river mile .20-.80), Tributary 0303 (river mile .25-.35), and Tributary 0328 (river mile l.10 -1.40): 8 Lower Cedar River Basin (continued) a. On Tributary 0304: Qean streambed gravels, add habitat and bed-control weirs, and plant bank vegetation for shade. b. Oo Tributary 0305: Construct a new channel and move stream from road- side channel to its new location on adjacent lands. Implement a full restoration project to provide channel meanders, habitat structures, pool/rifne enhancement, streambed gravel replacement, and revegetation. c. Oo Tributary (l}(l}: Move stream from present channel to a location further north, away from the roadside_ If relocaiion is not possible, lhese minimum steps should be taken: Add habitat structure to existing channel with root masses, deflectors, boulder dusters, and other features; revegetate channel banks with shrubs and small trees; enhance stream crossings with bottomless pipe arches. <L On Tnoutary 0328 (Peterson Creek): Add habitat structure by replacing the straight, shortened channel with a more natural, meandering one; place habitat structures (such as root masses, deflectors, cover logs, and boulder clusters) throughout the channel; and revegetate banks with shrubs common to adjacent riparian zones (salmonberry, ninebark, or dogwood, for example). J_ Protect the Peterson Creek system (Trib-0328) in its present, near-pristine state. This will include not only the restoration outlined in section A above, but also the adoption of land use management regulations to prevent future habitat destruction: a. Protect all existing wetlands within the subcatchmeols of PeteJSOD Creek. Employ welland t>uffers at least 100 feet wide without exception. b_ Restrict development in the critical headwater area ( drainage, habitat, water quality) bounded by lake Desire, Otter Lake, and Peterson Lake to rural densities. c. Designate and protect streamside management zones of at least 100 feet from the ordinary high-water mark (OHWM) along the main stem of the creek. Use 25 feet from the OHWM on tributaries. d. Preserve floodplains and their forests for dynamic retention of sediments and water. e. Restrict vegetation relllOYal in streamside/wetland management woes. f. Size R/D facilities to store the 100-year storm at a two-to-five-year release rate. Use the two-c:ell type of pond with a forebay, a gravel filter, and a vegetated swale outflow where feasible. g. Regulate more clooely all septic tank and drain-rield installations, as well as maintenance schedules, particularly in the Lake Desire, Otter Lake, and Pelerson Lake drainage areas. P:LC 9 4. P:LC Lcw .. ·er Cedar River Basin (conrinued) h. Work with the State Department of Ecology to establish muumum stream- Dow requirements for Peterson Creek and Lake Desire tributary. Develop and promote public education and involvement programs for basin awareness. Work with schools, environmental groups, and the civic and business c..-ommunities to conduct educational and restoration programs. IO ,., ___ ,,,. r )-•~?} 'I ' ' , \ LOvvcn Cc:uA.li R1vt:K BASIN Basin Boundary ' ":'\'-----. \. \ : ,.i,---~-"--~k~~'"'''' \\_ Subcatchment Boundary ~Q ~ .. , .. .. ......._ '~---·-..... .....____ __ @ Collection Point ___,,,. Stream 0299 Tributary Number e311s Proposed Project '·'0:-1 0 1 July, 1987 :;-,---, ~ ( \ -.., • ' • '1··1,.,, [_; . !Ji T\-'-;A : ., . •.. I ~'\·,;._,_,:1.;, ''1 ..... • . \ \,.. ; ' ... .. '1:_·- \ -\ ~' .. : ·-" ". -;l~"~''.'~-r,/:. ·' 1', / ' \ • ' • ' -' '' \ ...• ~·-· ', f ,\' , 1 \' :-, ; •• \ "'= :41 -t \· ------\ \-' ·'%., .. '.."~, • ·t" \, ::. . ' !--··-.. . '=·. , ' \, .. -. ' \, °'i . I .•.... , .. . ~-. ' "-;,,·;:;;. ' . , '"'·l )·· J' \\ ........... ~ ··~", ' . -. \ ., ... "\ ' \ / . \\ ·"-\ -\ I / ". ..._ ' : '~. . -"' \ \ •. t ~ ~ ' '\ ; . I . '\J I· • • 1 i ] a / : • ~ ::. " w ' • ,,.- . lj ./, . .. . I . I ' ' _. '(-,. . '-r . , , _.. . .· . . ! ., _,. . ,l, \ . . .. : , , ~~,(· : I • ·---" __ .. ·"'"1.. .. I ' . -' ' ·-,\_l ~ \ . r -, • .• ,, I • • . ~ -~-:, . ' ~ . \ . ' ~ ~. r-,\-/i ... -'··.. I r : •. ., ·-. ----•. I 11 '\:~::.:\ .. );~i _ _-:~,:J -_-1------r~·\1~:--. -----·-r , __ .. ~ -,. 2 Miles ~~ ( ----~_/.! • ® N + \;_ (Z:·1'"-~ !;'., ~ ... --·, ,o ~Y,t/ . . \ ' '- \' ~ -' \ i/0 \ \ ,;, .-... , ~ is 'tw .... .;"'"'"' ·:. '3 -"' ,,, I 'c:c:· / ... yj /' .. )· / . ~ . ; ;, . ' _,.--' ', ~ ', t~,' 311'~• '\ 'i \ .._ .. _., ;;,cl 1 ;,, -V) . ~ '\ i ./ 1 ~ APPEND!X A EST!MATED COSTS: PROPOSED CAPITAL IMPROVEMENT PROJECTS LOWER CEDAR CREEK BASIN • Indicates projecl was identified by Surface Water Managemenl olfice prior to reconnaissance. NOTE: All projects are located on map included in this r!e,Qrl. Project Numhcr 3JOS• 3109' P:LC.I\PI\ Collect. Point JO 10 Project Description Enhance 2200' of Trih. 0305 from Cedar River to Elliot Bridge. Secure casements to wetland located in Cascade Park and construct a berm al the outlet. Replace existing catch hHsins with control stn1ctures. Project should he justified l>y a hasin study. Wetland rated #2. (This wetland will require further l>iological ~valuation before R/D design and consrn,ction.) Problem Addressed Mitigates flooding of King County park land. Better utilizes wetland's storage capacity to address peak flows from surrounding urhnn area. A•l Estimated Cosrs and Comments $115,000 (NOTE: This project was proposed oy Surface Water Management, is in tfit: design phase, and will be constructed by 1989.) $186,000 Project NumL,er 3111 (Weiland 3136) 3112 (Wetland 3142) 3114' (Wetland 3150) 3115 P:LC.APA Collect. Point 19 18 PJojcct Description Secure easenients to outlet to Francis Lake and 1100' of channel from lake to SE 184th St. Construct a weir to raise lake level 1', anrJ enhance 1100' of Trit,. 0317. Should be justified hy n basin plan. Wetland rated # 1. (This wetland will require furlher hiological evuluation hefore R/D design and constn.1ction.) Secure casement for outlet to wetland and replace existing weir with a concrete-slotted weir. Should be justified by a basin plan. Wetland rated #2. (This wetland will require further biological evaluation before R/D design and c"On5truction. Secure casemcnl to Wetland 3150 anu constn1ct a containment berm and control structure at the ot1tlct. Project should t,e justified by a basin plan. Wetlanu rated #2. (This wetland will require further hiological cvulualion before R/D design and construciton.) Install detention pond and 1,000' of lightlinc. Project is indepen- dently justifiable. Pr9hlen1 Auurc.~s.:d Will provide auditional storage to mitiga1c anticipateu future increaseu nows. Will provide additional scorage for anticipatcJ future peak flows. Addres.c;es anticipated increases in flow cause<.! t,y development. Mitigates severe erosion and flooding during times of high flows. A-2 Estimated Costs and Comments $175,000 $117,000 $134,000 $361,000 Project Numl>cr ~ I 16 3117 3118 3119 3120 P:LC.APA Collect. Point 21 16 JO 4 15 Project Description Raise existing road emhnnkment 2-4'. Project should t>c indepen- dently justifiable. (Refer to Roads Division.) Install 1,400' of tightline, a scdi111cnt trap, and 700' of channel from Jones Rd. to Cedar River. Project is independently justi- fiable. Install 300' of 36" culvert, a new inlet stn1cture, manhole, and catch basin. Project is independently justifiable. Constnu:t a detention dam and control structure in a deep channelized section of Tril>. 0300. Project is independently justifiat>le. Construct a scdimcntmion pond and 1,000' of channel from Jones Rd. 10 Cedar River. Project is indepen- dently justifiable. Problem Addressed_ Mitigates seasonal flooding of l~•ke Desire Dr. SE caused by road bed settling in the peat bog. Mitigates s.:ve,·e erosion, sediments depositcu on County roads, and flooding during times of high flows. Will prevent blockage of culvert and the accompanying flooding and erosion of Fnirwood Golf Course and mohile l~ome park below, Project location is ideal because it addresses nows from a large residential area before they reach the steep, sensitive area next to the Cedar River. Miligntcs flooding of residence and sediment deposition on Jones Rd. A-3 Estimated Costs and Comments $7'.,,000 $501,000 $87,000 $159,000 $163,000 Project Nun,\,cr 3121 (Wetland 3102) 3122 P:LC.APA Collect. Point 7 11 Project Description Secure casement to wetland and con- struct a conrninmcn1 berm and concrett: weir at outlet. Project should be justified by a basin plan. Wetlan<.I mtcd #2. l3iologicnl assessment is needed to ass.\1re that this project does not decrease habitat values. Purchase existing ponds on Fairwood Golf Course and expand to provide greater flow <.letention. Project is independently justifiable. Problem Addressed Addresses increased flows in Trib. 0304 an<.! 0304A from residential developments. Mitigates flooding and erosion downstream. A-4 Estimated Cos1s and Comments $371,000 $342,000 APPENDIX B CAPITAL IMPROVEMENT PROJECT RANKING LOWER CEDAR RIVER BASIN Prior to the Lower Cedar River Basin field reconnaissance, 12 projects had been identified and · rated using the CIP selection criteria developed by the Surface Water Management (SWM) and Natural Resources and Parks Divisions. Following rhe reconnaissance, 13 projects remain proposed for this area. They include eight new, previously unidentified and unrated projecrs. These displace seven previously selected projects, which were eliminated based on the consensus of the recon- naissance team. Projects were eliminated for several reasons: two sites were annexed by the city of Renton, two projects were found to be unnecessary, two sites were categorized as #I wetlands (and are· ineligible), and one project was determined to be infeasible. The previous SWM capital improvement project list for the Lower Cedar River Basin had an esti- mated <'OSt of $2,710,000, while the revised list increases to an estimated cost of $2,784,000. This 3 percent increase in estimated capital costs is due to the addition of projects after the reconnais.sance. The following table summarizes the scores and costs for the CIPs proposed for the Lower Cedar River Basin. These projects were rated according to previously established SWM Program Citizen Advisory Committee criteria. The projects ranked below are those for which the first rating question, ELEMENT 1: "GO/NO GO," could be answered affirmatively. Projects with scores of 100 or higher can be considered now for merging into the "live" CIP list. RANK PROJECT NO. SCORE COST 3122 103 $342,000 2 3Il8 90 87,000 3 3120 75 163,000 4 3109· 67 186,000 5 3121 65 371,000 6 3Il7 60 501,000 7 3Il5 60 361,000 8 3Il6 55 73,000 9 3114* 28 134,000 JO 3Ill* 25 175,000 II 3Il2' 17 117,000 12 3119* 15 159,000 13 3105 12 115.000 TOTAL $2,784,000 • Projects proposed prior to the Reconnaissance Program P:LC.APB B-1 • All lteltl$ listec:I here are locatec:I on final display maps APPENDIX C DETAILED FINDINGS AND RECOMMENDATIONS LOWER CEDAR RIVER BASIN in the offices of Surlace Wa1er Management. Building and Lan_d 09'1!elopment, and Basin Planning. Trib. & Collect. Existing Anticipated Item• River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems 1 .. 5 Geology Gullying and landslides in Continued erosion. uncompacted fill in new development near edge of steep hillslope. 2 .. 18 Geology Small landslide has formed None (natural failure). debris flow (11/86). Sedimentation in yard of residence. 3 Qlli 4 Geology Landslides in sedimentary Natural failure. RM 2.6 rock in cutbanks adjacent to railroad. 4 0299 16 Geology Drainage from residential [ncreasing erosion. RM 9.65 area is resulting in gullying in swale. P: LC.APC C-1 Recgmm_endati<:>ns Recompact fill, revegetate, and drain adequately. None. None. Provide adequate R/D to attenuate flows. Trib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. <:onditions and Problems Conditions an_cl r_robl_ems ---·-·-Rccomm_endatiqns 5 Q.r22 18 Geology Horse farm in uplands has Continued high erosion and Develop R/D at horse farm RM 12.1 created extensive imper• sedimentation. to attenuate peak flows. vious surfaces, resulting See Project 3115. in channel scour, bank erosion, landslides, and sedimentation at mouth of basin. Residence overcome with sediment. 6 13 Geology Landslide terrain for sale Site of future mass erosion. Prohibit development here. by realtors. High risk for Notify Building and Land landslides, flooding (from Development. Add area to springs). SAMF. 7 7 Geology Large-scale landsides Natural process. None. adjacent to Cedar River due to springs and cutting of toeslopes by streams. Appears to be natural. 8 .. 2 Geology Gullying in valley wall, Unknown. None. possibly from natural springs. 9 14 Geology Landslide debris flow from Existing tension cracks Revegetate hillslope with residence on SE 147th PL, indicate future instability. trees and shrubs. Renton. P: LC.APC C-2 Trib. & Collect. llifil River Mile Point 10 11 12 13 14 15 0299.lA RM .08 0300 RM .00-.40 0300 0300 RM 1.40 21 4 4 4 ~ 6 RM .50 ~ 6 RM .80-1.00 P: LC.APC Existing Category Prop. Proj. Conditions and Problems Hydrology 3116 Geology Hydrology 3119 Hydrology 3109 Geology Geology Frequent flooding of county road caused by low road embankment. Extensive channel and bank erosion and numerous landslides due to development-related stormwater. Development-related peak flows have caused sig- nificant bank erosion. Collection point 4 has been nearly completely urbanized. Channel downcutting and bank erosion. Bank erosion (medium den• sity) at meanders and obstructions. C-3 Anticipated Conditions al!_d l'rol!_lems Road Jocated on top of peat bog and will continue to settle, aggravating flooding problem. Problems will continue. Increased erosion on hill slopes below. Degradation of Trib. 0300 from RM .42 downstream. This section is very · steep and susceptible to erosion. Will continue at same level or increase. Increasing erosion with increasing flow from devel- opments. R~commendations Elevate the road 3-4' by filling on top of the present road embankment. Also stabilize embankment. Provide adequate R/D in uplands. (See Project 3119.) Construct detention dam in deep, channelized reach of Trib. 0300. Construct berm and standard control structure at outlet to Wetland 3120 in Cascade Park. Control storm flows from uplands. Provide adequate R/0 in uplands as area develops. Trib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. P,n<litiQ11_s a_nd P_ro!'>lems Cc>nditlQn.§_ and_ l'roPl~m§ ___ R~comroend_a_tions 16 0302 6 Geology Gully erosion from broken None. Culvert has been None. culverts. repaired. 17 0302 6 Geology Severe gully erosion Continued erosion. Tightline Oows to RM .60-.80 creating small valleys main stem. from daylight culverts. 18 0302 6 Habitat Stream channeled along While fish now use this Add habitat diversity RM.35 golf course road. No reach, lack of habitat will ( e.g., structures, overhead overhead cover. No habi-eventually reduce popula-vegetation). Gain tat diversity. tions. easement to restore mean- ders, if possible. 19 0302 6 Hydrology Tributary drains down Problem will worsen as Construct detention dam RM .45 steep bluffs on north development upstream upstream of golf course. side of Cedar River, continues. carrying debris and flooding Maplewood Golf Course. 20 Qill 6 Habitat Water supply dam. Full As impoundment fills, storm-Dredge pono and maintain RM .50 barier to upstream water will flood over bank. it as sediment catch. migration. lmpoundment Structure niay fail. is filling with sediment. 21 0302 6 Habitat Severe gullying from right Will continue to erode until -Tightline downslope. RM.90 bank corregated metal reaches till layer. Add velocity attenuator at pipe. Heavy sediment stream. delivery to stream. P: LC.APC C-4 'l'rib. & Collect. Item River Mile Point 22 23 24 2S 26 0302 RM 1.00 0302 RM 1.10 QW, QW, RM .25 0303 RM .35 P: LC.APC 6 6 6 6 6 Category Habitat Hahirat Geology Habitat Habitat Prop. Proj. Existing Condi!iO_ll_~_ and Problems Trash in stream (auto, tires, appliances). Trash in stream. Water quality problem, unsightly. Extensive bank erosion in upper portions of tribu- tary. Habitat suitable for resi- dent fish. Sediment accu- mulating. Trash and litter in channel affecting water quality, causing erosion. C-5 Anticipated <;Q11di ti_ons _g~d _p!'Qb I ems Area adjacent to corri<.1or, will continue to collect trash and debris. Further worsening of water quality, sedimentation, erosion. Area ad_jacent to corridor, will continue to collect trash and debris. Further worsening of water quality. None. Sediments will eventually cover gravels. Habitat will become unsuitable for fish use. Further decreases in water quality. R~mmendations Remove trash. Distribute educational materials to streamside residents. Cite violators, if problem persists. Remove trash. Distribute educational materials to streamside residents. Cite violators, if problem persists. Increase R/D volumes, slow release rate to nonerosive levels. Control stormwater volumes and discharge rates from developments. Manually clean gravels when necessary . • Remove trash and litter. Distribute educational materials to streamside residents. Cite violators, if problem persists. Trib. & Collect. Item River Mile ~ 27 28 29 30 31 0304 RM .40 QW RM 2.10 ~ RM 2.30 0304 RM 2.40 QW. RM.SO P: LC.APC 7 8 8 8 7 Existing Categorv Prop. Proj. Conditions and Problems Habitat Habitat Hydrology Hat,itat Geology Landslides contributing sediment to channel. Heavy deposition in pools, at obstructions, even in rifnes. Horses have access to stream, causing some bank deterioration and possibly affecting water quality. Flooding caused by failing R/D at 176th St. & 146th Ave SE. Encroachment occurring along all boundaries of this headwater wetland. Several gullies due to daylight culvens; a few have recent landslides. C-6 Anticipated Condilions and_ Problems Sediment will continue to enter system until landslide stabilizes. Funher decreases in water quality, bank erosion likely. Problem will continue until outlet structure is modified. Wetland likely to be reduced slowly until it is completely destroyed. Loss of storage, filtration, organic production, and wildlife habitat. Problem will continue. B.eco111mend_aJi<>ns Maintain riparian corridor with setbacks at least 50' from tops of banks. Encourage residents to fence channel back 15' from ordinary high-water mark. Limit access to I ivestock to one or two points along stream. Problem referred to Main- tenance section of Surface Water Management Division. Require encroaching fills to be removed. Establish specific buffer around this wetland. Enforce sensitive areas ordinances and regula- tions. Tightline drainage. Trib. & Collect. Item River Mile Point 32 33 34 36 37 0304 RM .00 0304 RM.20 0304 RM .62 0304 RM.80 ~ RM 1.30 P: LC.APC 7 7 7 7 7 Existing Categorv Prop. Proj. Conditions and Problems Htthitat Habitat Habitat Habitat Hydrology 3102 Extensive riffle (to RM .15. Creek channeled. No woody debris, little bank vegetation. Steelhead, coho spawners here. Debris jam may he a partial migration barrier. Debris jam. Bed drops 3' over jam and sediment, forming anadromous barrier. Water turbid; oily sheen and odor present. Storm drains empty directly into stream. Existing forested wetland provides detention for Trib. 0304A and 0304 in heavily developed area. C-7 Anticipated Conditions and Problems Gravels risk becoming cemented. Few resting areas for upstream migrating fish. Debris will continue to accumulate. Channel will likely divert or jam will fail, releasing accumulated sediment. Debris will continue to accumulate. Channel will likely divert or jam will fail, releasing accumulated sediment. Water quality will continue to decline as runoff and waste enter st ream. Additional storage could be utilized by constructing berm and weir at outlet. This could be done to atten- uate increa.'ICd peak nows as upstream area develops. Recom_me_ndJ1tig_ns Enhance habitat by addi- tion of woody debris in stream. Revegetate bank. Enhance pool/riffle ratio. Selectively remove debris to allow fish passage. Stabilize large woody debris. Selectively remove debris to allow fish pa!&ge. Stabilize large woody debris. Educate residents about how to maintain water quality. Mark storm drains with "Dump no oil" signs. Emphasize recycling of oil. Construct a proportional weir and berm at wetland outlet. Project could be used instead of Project 3107 to rpeserve the #1 rated wetland (where project would be built). Trit,. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proi. <::onditiQns and _Pronlems Conditions and Problems Recommendations 38 0304A 18 Hydrology 3115 Runoff generated on top of Flooding will continue as -Construct detention pond RM .40 bluffs on southwest side long as land use remains the at top of bluffs. of Cedar River is causing same on top of bluffs or -Tightline drainage down severe bank erosion, until mitigating measures bluffs, then channelize it flooding and debris flows are taken. Runoff origin-to an existing ditch onto several residences ates from highly compacted alongside SR 169. of valley floor. pastureland on uplands. Prevent similar problems elsewhere with land use regulations, including provisions for preservation of vegetation buffers near tops of cliffs. 39 0305 10 Geology Extensive bank erosion, Susceptible to increases Attenuate high flows. partly due to subsurface with increasing storm flow. clay layer and landslide topography. 40 0305 10 Geology Local severe bank Problem will continue. Existing rock-filled RM 1.10 erosion. gabions are deflecting flow. 41 0305 10 Geology Extensive channel down-Continued erosion. Attenuate high flows with RM 2.10· cutting and bank ero:;ion. adequate R/D. (R/0 I.75 currently exists.) 42 ~ 10 Geology Several gullies and asso-Erosion will continue. Tightline culverts. RM 2.15-ciated landslides due to I.75 daylight culverts on steep slopes adjacent to chan- nels. P: LC.APC C-8 Trio. & Collect. Existing Anticipated Item River Mile Point Categorv Prop. Proj. Con,l_itio_ns and _l'ro~em,;_ C:onditio_ns and _I'_!'OQlcms _____ B_<:_commendations 43 QW 10 Habitat Madsen Creek in ditch along Potential for fuel entry in-Acquire 30' easement away RM .20 SE Jones Rd. Heavy silt; to creek. Further decreases from roadside. Construct road runoff; water quality in water quality can be ex-new stream channel. adversely affected. pected. 44 0305 10 Habitat Creek in ditch along south Further decreases in water Acquire 30' easement away RM .35 side of SR 169. Heavy quality can be expected. from roadside. Construct inputs of oils, anti-Potential for autos to enter new stream channel. freezes, heavy metals, channel. L1ck of habitat. organic pollutants likely. Sand, silt from roadside (of SR 169) enters also. 45 0305 RM .oo. 10 Hydrology 3105 Section of Trib. 0305, Flooding will continue. Construct and enhance 2200' of .40 RM .00-.40 is experiencing (See Appendix A, Project channel through undeveloped extensive flooding. 3105.) King County Park Land. 46 0305 IO Habitat Channelized along dri-Further siltation, water Acquire easement; move RM.so veway; lacks habitat quality degradation can be creek from driveway diversity. Driveway scdi-anticipated. Lack of habitat 10-15'. Add meanders and ments enter channel, and precludes optimum salmonid habitat structures to oil. placed on driveway use. increase diversity. enters stream. 47 0305 10 Habitat Channelized tributary Little salmonid use Add structures to increase RM .65 lacks habitat diversity, anticipated. Spawning and diversity in stream. cover for salmonids. rearing success limited Manually clean gravels by Gravels compacted. (unless reach is restored). churning them. P: LC.APC C-9 Trib. & Collect. Item River Mile Point 48 49 50 51 52 QW RM .90 0305 RM .95 w RM 1.20 0305 RM 1.70 0306 RM .40 P: LC.APC 10 10 10 10 10 C.ategorv Habitat Habitat Habitat Habitat Geology Prop. Proj. Existing Conditions and ProQlems Good spawning riffles occur here. V,-3' gravels, few rines, not compact. High flows are moving malerial, however. Severe bank cutting and erosion occurs here. Bed scouring evident. Reach subject to high, rapid flows. Much woody debris movement and numerous debris jams. Reach is subject to high, rapid flows. Channel erosion, bank failures, downcutting oc- curring. Reach subject to high, rapid flows. Failure of manhole during 11/86 storm has resulted in gully erosion. C-10 Anticipated Conditi9ns and Problems Increased flows may cause gravel bar movement. Suitable gravels may be transponed downstream to unusable areas for spawning salmon ids. Further erosion/scouring can be expected. Channel deterioration will continue. Flows appear to be generated at developments. Debris jams will occur with greater frequency as flows increase. Sediments will build up and channel will divert. Further channel deteriora• tion may be expected. Silt, sand transport to mainstem will increase. Not applicable. Recomrner,dati9_ns Control flows into system from developed areas upstream. If necessary, add bed controls to hold gravels or "vee" struc· tures to recruit them. Control high flows by increasing upper basin R/D facilities, lowering discharge rates to stream. Control upstream flows with greater R/D volume, lower discharge rates. Selectively remove debris. Increase RID capacity. Decrease discharge rates. Repair manhole. Item 53 54 55 56 57 58 Trih. & River Mile 0306 °RM.20 0306 RM .30 0306 RM .25 0306 RM .30-.45 0306 RM .30 0306A RM 1.30 P: LC.APC Collect. Point 10 10 11 10 11 Existing Category Prop. Proj. Conditions and Problems Geology Geology Habitat Geology Hydrology 3118 Hydrology 3122 Channel downcutting, bank erosion and several landslides, due both from increased storm flows and development along edge. Undersized culvert in arti- ficial fill in golf course threatens to build lake and possibly overtop bank. Breach flood possible. Channel subject to high, damaging flows. Erosion evident. Downcutting, bnnk erosion and land.slides. Trib. 0306 connects with large tributary at manhole here. Debris from 0306 clog.c; this manhole, causing severe erosion of Fairwood Golf Course. Existing small ponds on 0306A are overtopped and receive considerable silt during high flows. The ponds are located on Fairwood Golf Course. C-11 Anticipated Conditions and_ Problems Erosion will increase. Clay layer in valley makes area sensitive to landslides. Possible fill failure: Lake ponded behind culvert in in 1981 and threatened the fill. Further channel damage can be expected. Sediment transport downstream will continue, Will continue or increase in future. Problem will worsen as development upstream continues. Area upstream is developing quickly, thus worsening the problem. Recommendations Further increase in runoff should be attenuated; this is a sensitive channel. Enlarge the corregated metal pipe and/or construct adequate trash rack. Increase R/D capacity, decrease discharge rate. Attenuate storm flows. Replace ex1st1ng pipes with larger diameter pipes (if downstream analysis allows for increased flows). Install new inlet struc- tures with trash racks. Acquire easements for ponds and additional area around ponds and construct detention pond. Location is ideal for addressomg peak flows before they reach the sensitive Cedar Reiver bluffs. Trib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Co_!ldition_s_ and Problems Con_ditions_ an_d Problems Recommendations 59 0306A 11 Habitat Some usable habitat exists Further habitat deterioration Increase R/D capacities. RM .25 for resident salmonids. likely. Channel erosion will Decrease discharge rates. Water quality is poor. increase. Encourage use of 2-cell Channel subject to high detention ponds, swales. flows. • Prohibit filling of existing wetlands, ponds in upper basin. 60 §Q1 12 Geology Extensive bank erosion at Increased erosion will Mitigate development- RM .10-.40 all meanders and obstruc-result with increased flows. related high flows. tions (trees, cars) due Provide adequate R/D. to increased flows from development. 61 0307 12 Geology Stream eroding toes of Increasing erosion with • Mitigate development RM .10-.60 slopes resulting in increasing flows. related high flows. landslide failures. • Provide adequate R/D. 62 0307 12 Habitat Streani channel pushed to Erosion will worsen as Increase RID capacity at RM .30 one side of ravine for stream flows increase. all delivery points. roadway. High energy May threaten road bank at Reduce release rate below system. Much bank cutting, roe of slope. channel scour level. sediment transport, debris movement. 63 0307 l3 Hydrology Area on top of bluffs near Infiltration sites should Construct retention faci- RM .60 Trib. 0307 has excellent be used whenever possible. lilies for new develop- infiltrative capacity. These would provide ground-ments in area at these sites. water recharge. P: LC.APC C-12 Trib. & Collect. Item River Mile Point 64 65 66 67 68 0309 RM .10 0310 RM .60 0310 RM .05 0310 RM 1.50 0310 RM .25 P: LC.APC 15 15 15 15 15 Existing Anticipated Categorv Prop. Proj. Conditions and Prohlems Condition~ and Problems Habital Geology Geology Geology Habitat 3120 Subject to heavy, rapid flows. Channel erosion, deposition bars migration. Erosion, deposition will increase. Sediments will migrate downstream, creating a water quality problem. Sedimentation upstream from Continued sedimentation. culvert due to debris and undersized culvert. New corregated metal pipe con- tinues to pass waler 1hrough. Severe erosion below culvert, severe sedimen- tation in residence yard. Road drainage forming gully adjacent to road; road bed in danger. Corregated metal pipe is anadromous barrier. C-13 Continued erosion and sedimentation. Continued erosion. Problem will continue. Recommencl;i_tiQns Control storm flows upstream. Control volume and discharge rates. See "Hydrologic and hydraulic characteristics~ section in this report. lnstall energy dissipator below correga ted me I a I pipe. Excavate channel through yard where original channel was located. Reroute drainage. Refer problem to Roads Maintenance. Reinstall corregated metal pipe at or below bed level. Item 69 70 71 72 73 Trit,. & Collect. River Mile ~ Qlli RM .40 QllQ RM .60 0311 RM 1.70 0314A RM .20 15 15 13 16 0314A/ 16 ~ RM .10-.40 P: LC.APC Categorv Hydrology Habitat Geology Hydrology Geology Prop. Proi. 3120 3117 Existing Conditions and Problems Existing channel draining off bluffs on north side of Cedar River, causing flooding of residences and debris flows onto Jones Rd. during peak flows. Corregated metal pipe outlet approximately 9' above bed level. Complete barrier to fish. Old culverts at bed level are plugged. Gully erosion in drainage swale due to outflow of wetland that partly seems to act as an R/D facility. Severe erosion, flooding, damage to County and private roads from increased runoff from gravel pit operations on hillside. Inadequate RID, plugged culvert caused by exten- sive channel and bank erosion and landslides. Water has cut a new channel. C-14 Anticipated Conditions and Prol?lerns Frequency and severity of problem will worsen as development on bluffs increases. Problems will continue and worsen as outfall velocities will scour bed and banks. Upstream has recent (11/86) deposition up to 4' deep. Continued accelerated ero- sion. Problem will be ag.."t'llvated as area above develops. Not applicable. RecQ!)l111_encl_atiQns Construct detention pond on upstream side of Jones Rd. to trap sediments, and enhance 1,000' of creek from Jones Rd. to Cedar River. Remove new and old pipes; replace at lower level with oversized pipe with trash rack. If possible, enlarge R/D prior to its outlet in the wetland. • Tightline drainage between detention ponds in gravel pit. Construct detention pond next to Jones Rd. to trap sediments. Constn1ct channel from Jones Rd. to Cedar River. See hydrology comment above. Item 74 75 76 77 Trib. & Collect. River Mile Point 0317 RM 1.60 0320 RM 2.40 Qill RM.JO 0382 RM .35 19 ]9 P: LC.APC Category Prop. Proj. Hydrology 3111 Hydrology 3114 Habitat Habitat Existing Condition~ and Problems Francis Lake is only hydraulic control for Trib. 0317. Existing forested wetland with large amount of un· utilizeU storage. Weiland currently detains flows on Trib. 0320. Salmonid parr in many pools. Large pools up to 1. 75' deep. Some deposi- tion in pools, behind obstructions. Salmonid use apparent from ca rcn:i;ses. Sockeye, Chinook spawners Some sedimentation occurring. C-15 Anticipated Conditions and Problems Trib, 0317 flows through steep area downstream of lake, If area around Francis L1ke develops, increased peak flows could cause severe damage to Trib. 0317 in the steep region. If surrounding area urban• izes, this would be a good site to attenuate peak flows. Decrease in water quality with increasing develop- ment, Loss of habitat. 'oecrease in fish use. System is mostly in natural condition. As development increases, higher flows and worse water quality can be expected. Recommendations Construct proportional weir at outlet. Enhance 1,100' from Francis Lake to SE 184th St. Construct containment berm and control structure at outlet of wetland (if bio- logical analysis permits). Establish and maintain adequate buffers, 100' from ordinary high-water mark or 25' from top fo slope break, whichever is greater. • Maintain adequate stream corridor buffers. Reduce discharge rates to pre-development levels. Prevent clearing, grading within buffers. Trib. & Collect. Item River Mile Point 78 79 80 81 0328 RM .50 0328 RM .70 0328 RM J.10. J.40 0328 RM 1.40 P: LC.i\PC 19 19 19 19 Existing Category Prop. Proj. Conditions and Prohlems Geology Habitat Hahitat Hydrology 3112 Medium-density landslides and high-density bank erosion occurring due to natural causes. This indi- cates channel and valley sensitive to effects of development. (Sensitivity due to clay layer. Basin hosts some of best fish habitat in upper reaches.) Significant salmonid use throughout. Sockeye spawners, carcasses present. Coho, steelhead parr in pools. Excellent habitat for spawning and rearing (a redd site). Much diversity •• most exemplary in basin. Channelized reach. Uniform channel, no habitat diver- sity. Heavy sand deposition. Little overhead canopy or bank vegetation. Lake Peterson is small, open-water wetland with a weir at outlet. C-16 Anticipated Conditions antiroblems None. Sedimentation from upstream reach possible. Adjacent development will likely reduce diversity and quality of habitat. May cause thermal problems as water temperatures rise. No useful lmt,itat. Lake provides good peak flow attenuation and will become more important as upstream tributary area develops. Recommendation~ Limit development in the basin. Maintain leave strips adjacent to stream at least 100' from ordinary high-water mark. Restrict use/development within this streamside management zone. Restore stream habitat throughout: add structure, diversity, bank vegetation, and canopy. Cost should be borne by party(ies) who channelized this reach. Replace weir at outlet with a higher weir in order to gain additional storage. TASK3 FIELD INSPECTION EXHIBIT J Off-Site Analysis Drainage System Table Basin: Cedar River Drainage Component Symbol Type, Name, and Size Type: sheet flow, swale, stream, channel, pipe, pond; size, Sec Map diameter. surface area <D Madsen Creek @ RCB culven ® Thickly vegetated ditch along SR-169 right-of-way © 6-by 4-foot RCB culven ® Ditch flows west along the right-of-way ® RCB culven (Z) Ditch through thick vegetation ® Ditch flows nonh OFF-SITE ANALYSIS D1"-INAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Subbasin Name: Madsen Creek Distance Drainage Component from Site Existing Potential Description Slope Discharge Problems Problems Constrictions. under capacity, ponding, 011ertopping, flooding, habitat or organism Drainage basin, vegetation. cover, destruction, scouring, bank sloughing, depth, type of sensitive area, volume % Ft. sedimentation, incision, other erosion Courses through the site and -0 None Noted None Noted discharges from the site at the nonhwest comer Located at the nonhwest I 0 -90 None Noted None Noted comer, flows west Flows west l 90 -260 None Noted None Noted Flows nonh under SR -169 0.5 260 -395 None Noted None Noted Thickly vegetated I 395 -500 None Noted None Noted Flows west under 149th 0.5 500 -560 None Noted None Noted Avenue S.E. Flows westerly into Park, I 560-960 None Noted None Noted 6-foot-wide, 3 feet deep Thickly vegetated with 0.5 960-2,260 None Noted None Noted blackberries, 6-foot bottom, 3 feet deep, 1: I side slopes Subbasin Number: ---- Observations of Field Inspector, Resource Reviewer, or Resident Tributary area, likelihood of problem. ov«flow pathways, potential impacts 11706.002.doc TASK3 FIELD INSPECTION There were several problems observed during the resource review, including the review of the sensitive areas folios, which found several items of concern for this project site. Based on our review of the drainage complaints from the downstream drainage course, there is considered to be flooding. However, the downstream drainage course lies within FEMA 100-year floodplain and there is nothing that can be done. The Cedar River raises its banks during the 100-year storm event and it is natural that there would be flooding downstream. 3.1 Conveyance System Nnisance Problems (Type 1) Conveyance system nuisance problems, in general, are defined as any existing or predicted flooding or erosion that does not constitute a severe flooding or erosion problem. Conveyance system nuisance problems are defined as flooding or erosion that results in the overflow of the constructed conveyance system for runoff events less than or equal to a IO-year event. Examples include inundation of a shoulder or lane of a roadway. Overflows collecting in yards or pastures, shallow flows across driveways, minor flooding in crawlspaces or unheated garages/outbuildings and minor erosion. The downstream drainage course from the this project site, which is the Madsen Creek low flow channel, does experience conveyance system nuisance problems as delineated by the drainage complaints. However, it is not known if the channel has been rechannelized to provide better conveyance, which was a project that was proposed in the basin reconnaissance summary report. If that is the case, then there should be no conveyance system nuisance problems. Since this project is proposing Level 2 Flow Control, no other flow control measures are required as delineated in Section 1.2.3.1 of the KCSWDM. 3.2 Severe Erosion Problems (Type 2) Severe erosion problems are defined as downstream channels, ravines, or slopes with evidence of or potential for erosion/incision, sufficient to pose a sedimentation hazard to downstream conveyance systems or propose a landslide hazard by undercutting adjacent slopes. Severe erosion problems do not include roadway or minor ditch erosion. The sensitive areas folios indicated there were some erosion sensitive areas in the upstream basin; however, there were none in the downstream drainage course. Therefore, this is not deemed to be a problem at this time. 3.3 Severe Flooding Problems (Type 3) Severe flooding problems can be caused by conveyance system overflows or the elevated water surfaces of ponds, lakes, wetlands, or closed depressions. Severe flooding problems warrant additional attention because they pose a significant threat either to health and safety or to public or private property. Based on our review of the drainage complaints, there was flooding in the downstream drainage course and adjacent to the downstream drainage course from this project site, which is very near the Cedar River. This flooding occurred during I 00-year peak storm events, which occurred in 1990 and 1996, and once again after that. The downstream drainage course lies in a floodplain of the Cedar River and it is typical of a floodplain to flood. No further flow control should be proposed for this upstream basin, other than Level 2 Flow Control, since the downstream 11706.002.doc drainage course occurring immediately downstream of the site exhibited no problems from the drainage complaints or from our site visit. The downstream drainage course investigated by the site visit and a review of the soils map indicates that the downstream drainage course occurs mostly through till type soils. The field reconnaissance for this off-site analysis drainage report was conducted on October 14, 2005. The skies were overcast and the high temperature on this day was approximately 55 degrees. 11706.002.doc TASK.4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Runoff leaves the project site in two locations: one from the eastern developed portion of the site that discharges into a detention pond and, ultimately, into the right-of-way of SR-169 where it courses westerly into the Madsen Creek low flow channel, and the second from the western portion of the project site sheetflows due north into Madsen Creek, which courses in a westerly direction, ultimately crossing underneath SR-169 in a northerly direction after coursing on-and off-site a few hundred feet. Runoff then courses in a well-defined channel through thick vegetation, crossing underneath 149th Avenue S.E. in a box culvert, ultimately discharging into the Cedar River after going through a thickly vegetated area for over I ,000 feet. The following is a review of the drainage complaints and how each one was addressed: Complaint No. 93-0944: This complaint dealt with neighbors adjacent to SR-169 and 149th Avenue S.E. complaining that the culverts the contractor was installing underneath the old railroad trail were too small and might cause flooding. This comment no longer applies, as the downstream drainage course does not course through that trail. Complaint No. 93-0992: This complaint dealt with the same thing as Complaint No. 93-0944 and was referred back to that complaint as to how it was addressed. Complaint No. 96-1661: This complaint dealt with silt being deposited from the overflows of Madsen Creek in the downstream drainage course into a backyard. This property owner was referred to Sam Chastain who is the City of Renton Public Works superintendent. Complaint No. 97-1282: This complaint did not deal with the downstream drainage course from this project site. Complaint No. 99-0797: The property owner lives adjacent to the downstream drainage course of Madsen Creek and she felt the creek was going to overtop its banks and flood their property. This was due to sediment deposits in the channel and it is not known if the sediment was ever removed. Complaint No. 2002-0048: This complaint dealt with flooding in Madsen Creek and the County said that they could not remove the sediment because of fish and wildlife issues. The County no longer has access to the downstream drainage course. All of the drainage complaints for this project have been addressed above. The complaints that dealt with flooding all occurred in the floodplain of the Cedar River and there is not much there can be done about that. 11706.002.doc EXHIBITK Drainage Complaints 11VV. ~ I Nu lU. WL KU NU. ')8') / V. 1 =rt· ) \~Clf King County Water and Land Res~urces (WLR) Division FILE COPY 201 S Jackson St, Suite 600 Seattle, WA 98104-3855 FAX To: t/f4f ~Al Fax:. -'/,£y o2$/-R?',fd, Phone: ________ _ Date: Number of pages including cover sheet: l() From: Candi McKay. Eng Tech II WLR Stonnwater Services Section Phone~ 206-296-1900 Fax Number: 206-296-0192 JMl-ORTANT LEVEL 1-ANAL YSIS NOTE: We do not send copies of certain complaint typel! tb.at are not relevant such as BCW, FI, FIR, FIH and WQA, and we do ncit send CL and LS types. See key below. Type Sl, S2 and S3 will not be faxed due to size _constraints. # // 7 O& The following is a list of complaint types received by the Water and Land Resources Division Drainage Services Section. Complaint numbers beginning prior to 1990-XXXX have been archived and are no longer in our possession. They can still be relrieved, if necessary, but will take additional 'time and may not be b\fileficial to your research due tc their age, development which has occumid, etc. If you are interested in reviewing the actual complaints, they can be pulled (time permitting) for your ieview. Copies can be obtained for$ .15 per page, and $2.00 per page for plans. Km! • 'l'me of Ipmtiptlon ,C -~ BCW e-.•fora....W- CCP Rcspoa<e., Inqoi,y • oCL Cwm BIi Jlul\nccmeaton Bold ER Bar..--R.mow FCC.!Ut.l'CS' ~~ FI SWMPoolaqllliy PlR SWM l'oollovfew FIB SWM Fccoa Dol WQC W-Qalll)'Compl,,&,t WQB W-Qaill\ya.tum.no,,t WQP. W-Qodlly~l\ovlew · WQA W-Q1uli1)1 Audit WQO W-Qullll:Y-Odier S1.SUN3 lhrpeedagStudios 'J)pe of Problem DC.\ DeveloplJIOIII/Coaa""°"on IlDM Dtublage • Mileollaaooo, DBS Diaiaage-l!rosloo/Sr41°""!alion • DU! Dmioago-Lud,lldell!ardi MOY""'""1 DTA D..i.ageTechnicalAssistaaco ' INQ l;lralnaiJo-Ooocnl l\>qoky MMA Maioteoaae4-~ MM1' Malnloaance. Ploodiug MMO Malllteaanco. Ooae,al MldM Main-.:. •Mowiog MNM .Mabtte1111BCO-Noods Mainl=anoo MNW Mmaleaanoo-N<>J<ioos Weeds $WP SWM Foo Q,,..stiom . WQB WeretQuallq,-Be&t Managemeat Pnclicoc WQD W-Quolity-Oumph,g WQI Waler Qualil1-DJlclt Connection REM SWM I'«, -lltt"'""1 ORT SWM Poo-Orant NWD SWMPc,c,.14wD- , NVV. J. IUU? I: ?~rM KING W. WL~U In!! County Water and lam! RISUUl'Ces Division -Drainage sorvkms Section )laintS881'Ch F'rin!ed: 11/03/20051:18:54 PM t:omplalllt ~= Jypa ,r PrGIIIBm Nulllbllr Addrm orPrGIIIBm eonnaatt 1111'11 Page 1974-0095 C RIPRAP 15225 JONES RD ROCKS/OIKE/15219 JONES RD/CEDAR RIV 657A4 1974-0096 C RIPRAP 15224 JONES RD ROCK/DIKE/JONES RD/CEDAR RIVER 657M 1974-0103 C 15631 JONES RD SE W/0 BACKFILlJJONES RD 657M 1974--0106 C ORNG 15005 JONES RO DITCH/ALONG CEDAR 657M 1976-0084 C 156TH PL SE/JONES RD DAMAGE ALONG RD/CEDAR RIVER AREA 657A4 1976-0091 C DEBRI 15463 SE JONES RD CEDAR RIVER 657M 1980-0031 C DRNG BRIAR RIDGE RETENTION/DETENTION PONO 656J4 1981-0316 C 15035 SE JONES RO DIKE JETTY/CEDAR RIVER 657M 1982-0513 C 14243 SE146THST LANDSLIDE 656J4 1983-0357 C DRNG 14827 SE JONES RD CHNL OVERFLO/MAOSEN ORK 657A4 1983-0360 C EROSION 15064 MAPLEVLYHW 657A5 1983-0375 C FLOG 16203 140T!-IPLSE 656J5 1963-0390 C FLOG 14615 MAPLEVLYHW 140TH AVE SE/MAPLE VL Y HW 656J4 1885-0710 E Fill 15035 SE JONES RD KG CTY NOT RESP-WILLnolENF 657A4 1980-0372 C VIOLATE 15817 SE JONES RD MOBILE HOME IN FLOOD PLAIN 657A4 1986-0372 E ILLDVLT 15817 SE JONES RD TO BALD FOR CM(CHK STAT BY CMDT). 657A4 11l86-0651 C FILLING 15046 SE JONES RD SEE 86-0745,1158 657A4 ·,-0745 C FILL 15045 SE JONES RD ILU:GAL FILL-CEDAR RIVER 657A4 ' li,<>6-0812 C EROSION 15421 SE JONES RD CEDAR RIVER 657M 1986-1158 C FLOG 15059 SE JONES RD SEE: 86-0745 BRAMBLETI 86-0745 657A4 l9BB-0156 C ORNG 16800 SE 156THST C/8 -CLOGGED DRAIN 657A5 1888-0237 C ORNG 13967 SE 156THST WATER IN BACK YARD/DEVELOPER PROP 656J5 1988-0259 C DRNG 15657 140THPL SE WATER UNDE:R HOUSE 656J6 9BB-0379 C EROSION 13929 SE 155THPL CLEARING-MAPLE RIDGE ESTATES 656J5 1989-0086 C DRNG 14820 154TH PL SE INSTALLING DRAINAGE 657A4 1989-0357 C DRNG 13841 SE 168TiiST NEW HOUSE CONSi FILL 656J5 1989-0611 C O~G 13967 SE 156THST MOUNDS OF DIRT ON LOT 666J5 1990-0316 C FLOG 15225 SE JONES RD DIVERTED DITCH/STORM EVENT 657A4 990-0448 C ORNG 14943 SE JONES RD DEBES IN CREEK/STORM EVENT 657A4 990-0518 CL FLOG 15225 SE JONE:SRD Cl.#12839 657A4 1990-0568 CL MUDSLIDE 15854 SE 156THST CL#12B53 SUMMERFIELD 657A5 990-0590 C DRNG 14933 SE JONES RO BACKUP INTO MADSEN CREEK/STORM 657A4 .990-0599 CL FLOG 15271 BIRCH DR CL.#12873 WONDERLAND MOBLE PK DUE 657AS ~ "990-0638 CL EROSION 15273 BIRCHDR Cl..#12911 WONDERLAND MOBILE PK DUE 657A5~ 99Q-0702 CL FLOG 16059 SE JONES RD CL#12933 SEETULLY DUEAUGUST 657A4 1990--0748 CL FLOG 15023 SE JONES RD Cl.#12989 SEE TULLY DUE AUGUST B57A4 990-0789 C DRNG 13932 SE 155THPL BROKEN PIPE/LEAK INTO TRFMR 90-1187 656J5 P01io 1 ol 5 11v,. J. lVV'J 1: ?OrNI ~INIJ lV. l'/LKU NV.J~J/ ~-j &alupfalll( Type Type or ProlJlem Number t:udu Atldress or PrDlllflll comments llrusPaue J-0769 SR DRNG 13932 SE 155TH PL BROKEN PIPE 656J5 1990-0776 CL FLDG 15900 SE 156THST SUMMERFIEI.D/CL#13011 657A5 1990-0793 CL FLDG 15035 SE JONES RO WASHE DOUT DRIVEW AY/Cl:#13019 SEE 657A4 1990-0956 CL FLOG 15226 SE JONES RD MUD FROM CLOGGED CULVERT/CL#1313 667M 1990-0994 CL fLDG 14645 SE MAPLEVLYHW CL#13175 WONDERLAND MOBILE PK DUE 656.16 ,(--- 199().0995 CL F'LDG 14937 SE MAPLEVLYHW Cl.#13176 WONDERLAND MOBILE PK DUE 658J5~ 1990-1023 C ORNG 15408 SE JONES RD HOUSE MOVED IN NEAR CEDAR RIVER 657M 1990-1060 CL FLOG 15263 BIRCH DR Cl.#13225 WONDERLAND MOBILE PK DU 656J5~ 1990-1061 CL FLOG 15250 PINEDR Cl:#13332 WONDERLAND MOBILE PARK 656J5 +--- 1990-1187 a.. FLDG 13932 SE 156TH PL Cl.#13430 FLOODED HOUSE 656J5 1890-1503 C ORNG 15025 156TH PL SE PIPE OUTFALL TO RIVER 657A4 1990-1609 C EROSION 14250 154THPLACE SE CUL VERT DAMAGE ANO SLIDE IN RAVINE 657A4 1990-1571 C FLOG 14227 SE 162ND PL WATER COMING UP IN YARD/BASEMENT 656J5 1990-1602 C FLOG 15805 140THCT SE MUD & WATER IN STREET FROM CONST 656J5 1990-1625 C EROSION 15633 SE JONES RO OFRNERBANKIFAILEDLEVEE 657A4 1990-1646 C SILT 14937 SE MAPLEVALLEYHW NEAR WONDERLAND MOBILE HOME PAR 657A5 ~ 1890-1673 C EROSION 14906 SE JONES RD CEDAR RIVER BANK 657A4 1991-0005 C EROSION 15240 142NDPL SE EROSION FROM PIPE IN RAVINE 656J5 1991-0005 E EROSION 15240 142ND PL SE EROSION FROM PIPE /DRY WELL INSTALL 656J5 1991-0013 C EROSION 15631 SE JONES ROAD STORM EVENT/WASH OUT OF BANKS 667A5 1P'l1-0023 C DRNG 15B05 14DTHCT SE /POWELIJCONSTRUCTION NO EROSION C 658J5 .looao C FLOG 14037 SE 15911-1 PL WATER AND ICE ON SIDEWALK 656J5 1991-0080 E FLOG 14037 SE 159THPL RETAINING WALL/PONDING WATER 656.15 1991-0165 C DRNG 14043 SE 159TH PL EXPOSED DRAIN LINE/ROOF 656J5 1991.0155 PN DRNG 14043 SE 159TH PL NOTNDAP 656J5 1991-0213 C FLOG 15240 160TH PL SE WATER FROM EVERWHERE 657A5 1991-0213 NOA FLOG 15240 160TH PL SE SEE ENFORCEMENT 657A5 1991-0213 SR FLOG 15240 160THPL SE SEE ENFORCEMENT 657A5 1991-0223 C FLOG 14833 SE JONES RD WATER FROM ROAO/ICYROORNG 656J4 1991-0239 ER GRADING 14833 SE JONES PLACE DIRT WORK NEAR BRIDGE 656J4 1991-0345 C ORNG 14031 SE 159TH PL DIVERSION OF WATER TO SIDEWALK 6S6J5 1991-0655 NOA DRNG 13200 140lliAVE SE CCF# SWM 0502-2/NOT NOA PUGET COLO 656J4 991-0655 X DRNG 13200 140THAVE SE CCFII SWM 0502-2 6S6J4 1991-0657 X DRNG 14306 144THAVE SE CCF# SWM 0419/PARK DRAINAGE B56J4 ·991..(1668 CL FLOG 14645 MAPLE VALLEY HY MEMO TOPA 11-30·90 657A5 ~ 991-1013 LS FLOG/ERO 14937 MAPLE VALLEY HW DISMISSAL ORDER DATED 10/6/94 667A5~ 1992·0414 C DRAINAGE 14069 SE 159TH PL WATER OVER S/W 6S6J5 992-U414 E DRAINAGE 14059 SE 159TH PL 656J5 992-0414 ER DRAINAGE 14059 SE 159TH PL WAT~ OVER SNV ·NOV.MEETING B56J5 1993-0109 C FLOODING 16533 156THCT SE VALLEY FAIRS CRAWL SPACE 657A5 Page 2<>f 5 NVV. J. IVV? I: ?~rnl ~lNli lV. WLKU NU. ') 8 ') / P. 4 CollQllalDt TYll8 lYP8 or Pro!Um Address or Probl111B C8DIIQ8DlS Tb1'8Sl'ag8 Nllrdler Cede ;-0210 C DRAINAGE 15613 156THPLACE CRAWLSPACE /CLOSED TO CLAIM 93·030 657A5 1993-0302 CL DRNG 15613 156THPLACE SE MAYBE CLAIM #16155 657A5 1993-0944 C DRNG 14900 SE MAPLE Vl Y HWY MAPLE VALLEY HIGHWAY CONSTRUCTIO 656J4 ~ 1993-0992 C DRNG 14900 SE MAPLE VALLEY HW SEE 93-0944 SWARTZBALKER 656J~~ 1994-0332 VVQC DISCHARG 14900 JONES PLACE SE VACTOR DISCHARGE IN STORM?'? 656J4 1994-0392 C DRNGPIPE 14022 SE 156THST WATER OVER SIDEWALK 656J5 1994-0392 E DRNGPIPE 14022 SE 158THST WATER OVER SIDEWALK 656J5 1994-0392 ER DRNGPPE 14022 SE 168THST WATER OVER SIDEWALK 656J5 1994•0447 C FLOODING 15705 SE 157THST VALLEY FAIRE Ill SYSTEM NOT WORKING 657A5 1994-0447 NOA FLOODING 15705 SE 167THST VALLEY FAIRE a TIGHTUNE 657A5 1994-0447 RN FLOODING 15705 SE 167TH ST VALLEY FAIRE Ill SYSTEM NOT WORKING 657A5 1994-0809 WQC DUMPING SE 159TH PL& 140T SE CONCRETE DISCHARGE/BEAUTY BARK D 656J5 1994-0813 C PONDING 14019 SE 158THST WATER OVER SIDEWALK MAPLE RIDGE E 656J5 1995-0329 C FIU.IIIG 16009 SE JONES RO CHK ROAD DRNG & GRDG PERMrr INFO G 658J4 1995..()758 WQC DUMPING SE 166TH & 149TH CT NEW D/W CURB CUT & CONC CLEAN-UP 656J5 1995·1120 woe DUMPING 14636 SE JONES PL EMERGENCY FLOOD REPAIR 666.14 1995-1162 C DITCHES SR 169 & 146TH WSDOT HELPING RESIDENT REDUCE FLO 656J4 ~ 1996-0384 FCS CREEK 14937 SE RENTON·MAPLE VALLE MADSEN CREEK POND SEDIMENT LOAD 656J4 ~ 19911..0084 R CREEK 14937 SE RENTON•MAPLE VA HY MADSEN CREEK POND SEDIMENT LOAD. 656J4~ 1996-0384 RF CREEK 14937 SE RENTON-MAPLE VALLE MADSEN CREl:K POND SEDIMENT LOAD 656J4~ 1!!"1}-0437 C SL[)E SE JONES RD & 149T SE 656J4 i-0492 C FLOG 15035 SE JONES RD 6S6J4 1996-0869 C FLOG 15035 SE JONES RD HIGH FLOW PONDING PVT PROP NO OUT 657A4 996-0869 NOA FLOG 15035 SE JONES RD HIGH FLOW PONDING PVT PROP NO OUT 657A4 996-0869 R FLOG 16035 SE JONES RD HIGH FLOW PONDING PVT PROP NO OUT 657A4 1996-DSSS FCS OIL 15282 SE MAPLE DR OIL SEEPAGE INTO POND 656J5 996-0950 C CREEK 15015 SE JONES PL I.ACK OF CONVEYANCE RD X..CUL PVT PR 656J4 996-1050 CL FLOG 15010 156THPL SE REIMBURSMENT FOR CLEAN UP WORK IN 657A4 1998-1122 C BERM 14833 SE JONES PL BLOCKAGE OF DRAINAGE PVT PROP 656J4 996-1661 C SILT 15017 149THAVE SE STREAM BACKUP BECAUSE OF BEAVER 656J4~ .991>-1762 C FLOG 15059 SE JONES RD DAMAGE TO DRNG OUTFALL TO CEDAR R 657A4 '997-0067 C PIPE 15619 SE 167THST SEDIMENT IN RAVINE 657A5 997-0524 C EROSION 14631 156THAYE SE NATURAL SLIDE AREA ADJACENT TO PIP 657M 1997-1072 C STUMP$ 15405 SE JONES RD STUMPS STOCKPR..ED FOR CO PROJECT 657M ~97-1096 FCS RDDAMAG 14937 RENTON-MAPLE VALLE MAINTENACE REQUEST MADSEN CREEK 656J4 ~ 197-1282 C FLOODING 15016 149THAVE SE INFO REQUEST REGARDING RD BRIDGE 656J44-- 1998-0540 FCS VANDAi.SM 14900 RENTON-MAPLE VL INV DID NOT CONFIRM DAMAGE TO FACILI 856J4 ,<:;-- 198-0630 FCC DUMPING 15400 SE 155THPL DUMPIN TRASH IN POND POND MA!NT RE 657.AS lBB-0834 C SPRING 15619 SE 157TH GPR INVOLVED PREVIOUSL YTURNED TO 657A5 1998..()634 NOA SPRING 15619 SE 157TH GPR INVOLVED PREVIOUSLY TURNED TO 657A5 Page3 of 5 nVL J, lVV) I; :JQrlYI NU.')8')/ P ') Cllmplalnt Jype TJIJ1J nf Prablern Adtlress ur Prublin COlnlllentl lllrusPage Number Cade ,)8-0634 R SPRING 15619 SE 157TH GPR INVOLVED PREVIOUSL YWRNED TO 657A5 1999-0165 C EASEMENT 15619 SE 157THST ERROR (CMPLNT MEANT TO CALL RDS) 6571\5 1999--0297 FCR RDMAINT 15006 SE 145TH PL REQUEST TO REPLACE BOil.ARDS AND L 657A4 1999-0404 C DRAINAGE 15227 SE RENT-MAPLE VLL Y APPARENT BREAK IN DOMESTIC WATERL 6571\5 ~ 1999-0445 FCC MAINT 15400 SE 155TH PL POOR CONDITION OF MITlGATED WETLA 657A5 1999-0!97 C FLOODING 15031 149THAVE SE PROP FLOODING DUE TO STORM AND SE 656J4 ~ 2000-0552 C DOM 650 DUVALL AVE NE APT G7 REQUEST TO HAVE COUNTY INSTALL RO 656.14 2000-0700 C DCA 141145 SE RENTON MAPLE VAU.E PRIVATE DRAINAGE PROJECT AT WONDE 656.15~ 2001-0092 FCC MMG 15400 SE 155TH PL CONSTRUCTION OF DITCH ON ADJACENT 657AS 2001-0127 C ERQ 14636 SE JONES PL 656J4 2001-0127 R ERQ 14636 SE JONES PL SANDBAG QUICK FIX RELATED TO EARTH 656J4 2001-0152 C DOM 15619 SE 157THST NO INVESTIGATION REQUIRED. HISTORIC 657A5 2001-0152 R DOM 15819 se 157THST NO INVESTIGATION REQUIRED. HISTORIC 657A5 2001-0161 FCC MMG 15400 SE 155TH PL REQUEST FOR INFORMATION TO COMPL 657A5 2001-0193 woe WQB 15400 SE 155TH PL#60 ALLEGED DISCHARGE OF OIL POLLUTAN 657AS 2001-0220 E MNM 15006 SE 145TH PL APPARENT ENCROACHMENT INTO RID T 657M 2001-0220 FCR MNM 15006 SE 145lli PL APPARENT ENCROACHMENT INTO R/0 T 657M 2001-0220 R MNM 15006 SE 145TH PL APPARENT ENCROACHMENT-INTO R/0 T 657A4 2001-0305 RET BSR 15108 SE 145TH PL 657M 2001-0378 FOS MNM 14645 RENTON MAPLE VALLE CONCERN REGARDING KIDS PLAYING IN 656J5-'E-- 2001-0525 FCS MNM 149TI-1 A &SE JONES RD 656J4 -0776 C DOM 15601 SE 157THST APPEARS TO BE SURFACING GROUNDW 657A5 2002-0013 C OLE 14223 SE 146THST STEEP BLUFF ABOVE CEDAR RIVER. SLI 656J4 2002-0048 FCS MMG 14900 RENTON MAPLE VALLE Spoke to complainant and eJq>lalned we were 656J4~ 2002-0122 C DOM 14833 SE JONES PL NEW SFR CONSTRUCTION, SHEET FLOW 658J4 2002.0122 NOA· ODM 14633 SE JONES PL NEW SFR CONSTRUCTION. SHEET FLOW 65GJ4 2002-0122 R DOM 14833 SE JONES PL NEW SFR CONSTRUCTION. SHEET FLOW 656J4 ?002-0275 FCS MNM 14900 RENTON MAPLE VALLY No pwblem found 656J5~ 2002-0421 FCS MMG 16619 SE 157THST REQUEST TO REMOVE DANGEROUS TRE · 657M !002-0602 C MNM 16006 SE145THPL CONCERN REGARDING LEANING TREE. f 657M (002-0631 C DOM 1S827 SE166THCT OPEN CHANNEL CONVEYANCE POSSIBLE 657A5 2002-0631 R DOM 15827 SE 156THCT OPEN CHANNEL CONVEYANCE POSSIBLE 657A5 003-0435 C MNM 15619 SE157THST REQUEST TO REESTABLISH DRAINAGE C 657A5 .!003-0435 NOA· MNM 15619 SE 157THST REQUEST TO REESTABLISH DRAINAGE C 657A5 ~003-0435 NOA-MNM 15619 SE157THST REQUEST TO REESTABLISH DRAINAGE C 6571\5 003-0435 R MNM 15619 SE157THST REQUEST TO REESTABLISH DRAINAGE C 657A5 2003-0573 FCS MNM 14900 MAPLE VALLEY HWY se 65TM~ 003-0804 WQA WQAI 15400 SE 155THPL WQAPERMCL 657A5 003-0826 C OTA 16643 156THPLSE WATER SATURATED YARD. APPEARS LO 657A5 2003-oB76 Fl REM 15711 152NDAVE SE Tofal Lot Area" 2,401,898 sq ft (55.13 Actes)_ 657A5~ Pag,,4of 5 ~ • ~ • V., I • J .f • ,oo 1,111u 1.,v. !!LIIV NU.~~?/ r. b COIIQll&lnl Type Type Of Prold8m Addr&ss of ProlJl8III C1lllllllaD1S lllrosPage Humber C8ll8 'J4..0022 FCR MNM 15006 SE 145TH PL Sloml'damaged tree branches hanging over st 657M ,<lJ04-0061 FCS MNM 149THA& MAPLE VALLEY HWY REFERRED TO TOM EKSTEN PARKS TRAI ~+- 2004-0325 WOA WQAI 15031 MAPLE VALLEY HWY 656J5 '(.'.- 2004-0505 FCS MNM 152ND & SE RENTON MAPLE VAL 657A5~ 2004-0841 C OTA 15408 SE JONES RO Stream ll<f()SS property. Plans for new ER!ott B 657M 2005-0142 C MMF 14645 RENTON-MAPLE VALLE DRch backilg up onto Wonderland Estatas Mo 656J5 <:--- 2005-0142 R MMF 14646 RENTON-MAPLE VALLE Ditch backing up onto Wonderland Estales Mo 656J5 {-- 2005--0522 Fl REM 15300 SE 155TH ST 657~ Page6 of 5 NOV 7.2005 11:04AM KI NG CO. WL RD NO. 5898 P 1/30 FILE COPY King County Water and Land Resources (WLR) Division 201 S Jackson St, Suite 600 Seattle, WA 98104-3855 FAX :,~~~ Phone:--------- Date: Number of pages including cover sheet: :.:12__ Prom: Candi McKay, Eng TechJI WLR St.ormwater Services Section Phone: 206-296-1900 Fax Number. 206-2%-0192 IMPORTANT LEVEL 1 ANALYSIS NOTE: We do not send copies of certain complaint typei; that are not releYant such as BCW, FI, FIR, FIH and WQA, and we do not send CL and LS types. See key below. Type Sl, S2 and S3 will not be faxed due· to size conslraints. The following is a list of complaint types received by the Water and Land Resources Division Drainage Services Section, Complaint numbers beginning prior to 1990-XXXX have been archived and are no longer in our possession. They can still be retrieved, if necessary, but will talce addi!ional ·time and may not be b<'I!eficiai to your research due to their age, development which has occun:ed, etc. Jf you are interested in reviewing the actual complaints, they can be pulled (time permitting) for your review. Copies can be obtained for $ .15 per page, and $2.00 per page for plans. Keys: Type oflovgtigatlgn -C Aaion~ Type of Prohlcm DCA Develc,pmo,,t/CoJlston BCW llmi>1"Sl'forCleaa Wlter DDM Dtatnase-Mis<ell .... ut CCF Respon1< 10 lnquily I>eS Dwnago-1:!rosloo/Sedlmmtadon . "CL Ciulm DLB Drainage -Udeblid<:IBorth Mov=t BB ~°"Hold -D1:A Drainage Teclmiool Asslstan<6 l!R e..r..-lloYiew FCC.FCR,F1CS fla;illly Coa,pwnrs . INQ o-ag• -Gen""I Jnquhy MMA Maii,t.....,..-...i., ff SWM Poo lnquuy MMP Maiateaance-Flooding PIR SWM Poo Rfflow MMO MlliJltollaaoe-Gonenl PIH SWM l'oo on llold. MMM Malntenance-Mowiog •LS Lawil>lt MNM MaintellaDce-N...isl\laint.enlll!Ce RR F•cilll, llngioeoring l!<ovlOw NDA Ncishbomooing WQR W-Qu.,lltylln~Revi<,w ' WQr W-Quallty-Illiclt OonnettJon WQA Wooer Quality Audie l\llM SWMPeo-~umnent WQO WetttQuallty-Odaor S1,S2,SN3 ~Sh>dios ORT SWM Pee.on.t NWD SWM ~New Diecouot _ . AM---K [ NG CO. Wl RO NO. 5898 P 2/30 7 2005 11 ·~11\JG COUNTY DEPARTMENT OF PUBLIC WORKS SURFACE WATER MANAGEMENT DIVISION COMPLAINT INVESTIGATION REPORT 4t1£-t- ( Address Jf9 9:7 DETAILS OF COMPLAINT: ., ,. /j 1 .AJU~ <1Lr. I !,fa'/# )t ;OMPLAINT Rl:CEIVED. BY: 'lETAILS OF INVESTIGATION: r /',I ~PLAINT INVESTIGATED SY: ION TAKEN: \ ::::tc,,., "' e <) e.,.;t I Sketch on <9Vel'Se side; Yes o No O Photos: Yes O _No 0 Quanoty etter O Personal Contact 0 DATE; Closed: (-?' -2 / OK'd: -,;,,::<......:""' tJ.l,re 1nmar$ I lUU? I I :UJAM KING CO. WLRD NO. 5898 P. 3/30 ~ , .. • Cijii)iittriJiiiHiili'IMi.Ui!lll~iil,. Ill , .JiWJ;&---' Complaint No. ----- King County Department of Public Works Surface Water Ma~agement Facflities Maintenance Section COMPLAINT INVESTIGATION FORM /"" / Nature of Complaint,am,M &. ,5d't,/ Y: @~OI,. c5Jlfl Date Rec, llfa4 p Locat1on /}1?ihiJ-e. bl+m,,e [iJ!ltY:fur/nie/ Complainant 5J:e.-v,:z.,. Pho~e No,(home)~{)z/Lf (work) ____ _ Referred to: 1) £,~ Date~ Comments ________________ _ 2) ____________ Date Comments ________________ _ Name of Facility or Plat----~----------Lot No. ___ _ I,D. No. ----- Type of Fad 11 ty; River Storm Road Off Road R/W Private --- Res. R/D , Comm. R/D OLD/Off Other Details of lnvestigatfon: Location of Facility: Sec. ___ Twn._ Range __ _ Roads Div, --- Krol] Page No. --- Thomas Bros. Page No, ---- Council District ------ -------------------------------- l"l' Investigated by: Date ;.fit,****'*' ************************w*t**************************************************~***** Act f on Taken: --------------------- :~···~ · ···:" ·:·Complainant Contacted by: ··1··· Phone Letter Personally Other . --- Date -----Date Logged ____ _ I NOV. -7. 2005 11: 05AM KING CO. WLRD NO. 5898 P 4/30~ KING COUNTY SURFACE WATER MANAGEMENT DIVISION DRAINAGE INVESTIGATION REPORT DMtJtJ"-NIPM-rry fl~ Page 1: INVESTIGATION REQUEST T'l'.PE: C PR?BLEM. , ,. Col;/f:r:J.W:Cp•J..J FDe No, f'2, -~'7. (OIJ!Jr/l.P.C.176Yu /1/..(IYI&-jlaJ1<Jyt--M~,P,/£ I/#~ /W. /tH:> lflc!ill"J /t€PJ-Ac0? tf;tl/!U... MIUMt' (JJ(Jpu;:-~?rt' 6/H,?-£t;,lf;(_ C.JU ... V#R:r{s). f,16/G-J<dollS C~IEP 11111r fleJHaP U!/j)~~ryr 1111fy Cl'1«5e ~k>oP/,(/6-_ . - )ther agencies i!lvolved; (Give details) ______ ~------------ · eported Impacts: # Properties: Dates/frequency of occurrences: Home -Access :t"oad -septic system = Outbuildings, garage~ _ Yard/landscaping ~ _ 9ther PJ:Operty . __ _ Stream, lake, ~etland omments: •catfonllracking Info: Typa __ _ ~sin LLt. Council Dist h DIR Ref/Chg No .. ·_----City __ _ Field lnvestioatlcn needed? -- et :name: Block No: Lot No: ,)· -t,,,ken: Assighed to;, __ . Turned 10 __ on __I_!_ inltlals; __ KROLL )MAS !iROS NEW:~f'(, ;f,~ DATE CLOS.ED: {?.--/~ 'l3 OK'd: ?ff'. OLD: l{~ f)/ UNOV. 7. 2005 11: 05AM -KING CO. WLRD NO. 5898 P. 5/30 KING COUNTY SURFACE WATER MANAGEMENT DIVISION DRAINAGE INVESTIGATION REPORT Page 2: ·FIELD INVESTIGATION TYPE File Narrui: Pue No. Details of fnva:stigation: Dale Of Field lnvestlgatlon:.!LJ ~ 'l 3 Related Investigations: The are~ of concern is in the Cedar River Basin a1ong 'the Renton-t~pl1:1 Valley Hwy, south east of 149th Av SE. Three 56"X38" CMP •1nder the Renton -Maple Valley Hwy drain to ij small area between the highway and trail (that had been ·R/R fight of way) where a 48" CMP drains towards the Cedar River, under the trail, and thru a ditched are~.Ditches and ~ulvert,s appeared open, with the ditches lined with vegetation. , Photo l) Looks south and· east along the trail where X-culverts under Renton~Maple V1y Hwy converge to 48" undEOr the trai 1 by str;,wed area, · 2) Looks upstream from trail with drain~ge channel in background. 3) View from trail towards Cedar River and. 149th Av briqge in·background. 4) View of box culvert ~raining under hl'O' to ditch t~at dr~ins under 149t~. 12-8-93. Spoke with Ken Krank, SWM-FM, regarding widening of Maple Valley Hwy and drain- age. Pipe is being removed and box culvert in place of 48" CMP under the trail. >MitCh! ~·t1 ~-~( )~r, * .f , l I I I I I ' NUV I. lOO'J 11 '.0?AM KING CO. WLRO NO. 5898 KING COUNTY SURFACE WATER MANAGEME;NT DIVISION DRAINAGE INVESTIGATION REPORT PROBLEM 'Da:!W&;::£ Page 1: INVESTIGATION REOUEST _TYPE P 6/30 e ceived by: / . . / L-44~ '( G.:rrrl4£ Date: /(!) /z. / lj OK'd by; Rqc;,,;vfld 'llOm: ~ . ~~ - FUe No.<f'J-(5(/</2, fPI•..,. pnn1 plalnly 10, ..:anr,ing). (Oay) NAME: l(e,0 lcaA:wE: J Swrrz-Em PHONE£9't---r; zz_. -------- cny· ADDRESS: Ns:1---so..J }\..A-2--.4 ~------State~~ Zip ---- Location of problem. II different: CHARGE# Dt1t1117s of Problem: / 4-· f ,f S r::'4--r,;F" 1'/?C//,,vA Y j)t::7'##r~ / $ //V r~ .,d_ o ~ or w,'fk-~I~ (" ·s,,<> /C j /15 ~7 r.,F 'jkdJc-GT ,,(/ /ff' rr .. (!',c/l-v't:Fil-r ~ ,tJ',:-"c:?t.,/ /u-=-<o ,/A/ r~ t?s/~r,hr,"J,J Q4,01/dZ- foo~ c7u.e.. ~f~?..J ~1!. ~ .4aJ~7. ,/f/'cr 18 ,-v.,, /~ 7 ~ ,&,.q/~t.-'/ ...f<l/'P foll.../ h;ra-:,e1n-/5 ~£,oelt:".P'/,v<;'° /,(.r"f'Z) lb t,, v 1;--;er, f7:h .$ 4 •. n ... D (:A.v :$ .E"' y;;:'/4 #Ir/ e4 ,'("., -r ~ .. ~ Ir ,,Y'fiJ~lrl e'J'trvVr pcc..u.e.._s . W~'T" &fu ~~ f)0 .,.Jt:,' -ro 1"., c.-i/ ~ fi.<,_#c.-~ ? ~i Nh-?Z.. Other agencies , n l ~ vo ved: (Give details) reported Impacts: # Properoes: -:-:----------------- -Home Dates/frequency of occurrences. _ Access .:r:oad ~ Septic syste.ni _ outbuilciings, _garage _ Yard/1andscaping _ Other property _ stream, lake, ~etla~d~ :omments: Kilii'wi0:'1~~ . _, wn rJ"tW>:nwwmr.rft.-IT"~.,;rp!ft:~~ . . . . .. ~catio-,,..r;•c., g l" ~W'.J'mm-.¥~'if.;gt·""".'""'"""";;-----···-··--····· ....... "'"~ ,un r,,o: ~1/4 S 2.2-T 2-"---·-""" . .. -T,••• -_2...R L Parcel No. ..,,,..,..... Type lasin /..C-~ c I ·---------ounc,1 Dist:).. DIR Ref/Chg No: ------ --- Clty __ Field Investigation ne11cled? 'lat name: Block No: r · 7 talc,,,,: AssigMd to: ---Turned to_· on____/ __ -/ __ _ -_ Initials: -- l~MAS BROS NEW: f,5:"Gz ...J~ OLD: 'f-J... OJ DATE CLOSE~:~...f.D ?3 OK'd'. --dF ' Lot No: KROLL see: 73-0~'f-f. ;,U.----M.-rZ-~ - NUV. /. lUU'J 11 :O'JAM KING CO. WLRD . NO. 5898 P. 7/30- KING COUNTY SURFACE WATER MANAGEMENT DIVISION . DRAINAGE INVESTIGATION REPORT ' . . Page 1: INVESTIGATION HEOUEST __,t ,1 AJ Type t 1 served by: AM : . . Date:. /2-y-?F OK'd by: yru File No:q 15 ~ // {a2--·---···-----····------------' -·-------,-----·---···-------------··---------·-··· ··--· lot No: 3!ock No: Oi:har agencies :.,vof·,,ad: No field lnvs!ligation Needed --- . (:tit.ii;) W£,;,r¥~~,;,.;.~.;.-'ii);tt-.:;..y.:l=*'.*ii~~~!l'ai~;.,~Ta~s=:t;e~·l;R[E 1~[)'3'Y··cot1~Il'1"f"?.' "b'Ga~fiflfil-'i~:~¥~~~-,rli,,i;,:,t;qio;,;.:r~~lior'ft:.;;.~-~~~-nr .. ~~~~~~i;k_..-~~~~.:.L,,::-...:....-...... ·:;~...,c!v,.~~ct;-):.~ .... :~:. ... ~.:,,;,;i~"~-W1";:t.:;._::.~ •. ,,...v_.~;,!.::,.r\:i:,.~ .. ~i:·.Mi1:~l.~::,"",t:.~·-'?/~~~%.,~~;:,.,Jt --.22.. 23 2 ?arc~I No. Kroll -, ,h.Stos: Neww'5wt./ ' .,~ s r . ;; o:d l/ZDI aas!n (,..CfZ_ Council Dist / .:Z..... Charge No: ____ _ ----------··----~--- RESPONSE: Citizen notified on V1r f by _:.,,("phone _ letter _ in person DISPOSITION: Turned to ___ on-----by ---OR: No fu11her action recommended becat Leed agency has been notified: -?robtem has been corrected, -::"C""Nc-o-p-,o...,b""le-m-,-h-as-,-be-e-n...,id-:-e-o.,.,tl~ile..,d:---. ---~:-=P..,.tio-r""inv-e"""st.,..ig-a"'tio_n_a_d.,..:i=-re-s-se_s_p-ro'bie See Rio# ------_ Privzie problem • NDAP will noc consider because: _._Water originates onsite and/or on neighboring parcel Location l_s outside SWM Service Area. _ Other (Specif)•): DA.TE CLOSED; _L;~/{kz_ by:~ NOV. 7. 2005 11: 05AM KI NG CO. Wl RD KING COUNTY SURFACE WATER MANAGEMENT DIVISION DRAINAGE INVESTIGATION REPORT Page 2: FIELD INVESTIGATION •, ·-~------------------- ~ett,17s of lnvestii,atfon: COMPLAINT 95-1162 RICHAlU>· HAYSOM -WSDOT DISTRICT l; AREA 4 Imresti.ga~d b,l'. Alan HeyAra on 12-21-95 · Mr. HayBC>lll with the WSDOT ie aaeiating an elderly Mr. William Veenhui.zen who lives at 14615 SB Rantoi1-Maple Valley Hwy and owns several hundred acres along the south ei.de of SR•l69 at thi& location. Mr. V woul.d l.ilce to reduce the amount of fl.ooding on hie ,land by cleani.ng out about 300 feet of a road a~e ditch which drains a port,i.'O!l of his property north towards SR-169, · As part of this drainage eystem, .Mr. Rayeom.has some concerns about the £low capacity of the county's drainage aystEilll on the north side of IIR- 169 where two 24 :I.nob CMP pipes flow under SR-169 and into a 400 foot · l.ong open ditch which i.a drained by only one-12 inch CMP which is presently half full of gravel. This drainage ayetem north of SR-169 is· app,u:,antly on county Parks Land adjacent to and in.the Cedar River·Park. Both an engineer and a fisheries ecologiet are needed to analyze.tl'le. system from the cedar River uputraam about 1800 feet to the 42:'ea eouth of SR-169 to assess both the habitat/fisheries impacts and hydraulic eapa.city issues associated with the cleaning of thia drainage system. P 8/30 NOV. 7 2 0 0 5 11 : 0 6AM KING CO. WLRD NO. 5898 P 9/30 ----KING COUNTY SURFACE WATEi'!. MANAGEMENT DIVISION DRAINAGE INVESTIGATION ~PORT. Page 1: INVESTIGATION REOU::ST Rec~ived_ by:. !~ _D_l-<v-"'-v'-·,L·.. ... .· Date; .. '2.('f. ··--.. ___ OK'd by:~. -.-___ :_·-____ File No: ?~ -38jl · Received from: (P1 .. ,e prin1 plainly !or =nnlno). (O•y) (Ev•) Reported Problem: 'M.a.£,~~. Cu:.e..!G 'Pirni! . e,.(,e~.e.b'.. • : le w~f. ' lS f.Jl or ~JZ~.:..~f-~ "'-'l?.f ~. ~ 1r-e. · • . . -~-~~it~. f-/.:.:._ We,.,~ 1-t., f ·- .•; . .... ~ . . ! Lo: No: 31ock ,No: ,; Kroil Th.3ros: N~.· 656 "t/j O:d .o5 c~~ncil Dist..JL c:ie.,Q9 No: ____ _ fJ-0/'lc RESPONSE.' Cl:\20.n notified on 2/? by Ohone _-_ letter __: in person ~ofee.12... fcl'l1.<k -l<;~o .G-J ,2,e12~.;f "".<-e,,_.;.,..,._,,[~~P ( '!n> i:..y ;.,., \"~-pv-i.,;v ~ :rh,":.,.,,..)J. 3 t..5 ~ L;,..,,;..,_J?, (M,.!). r,o'.c-i po-ttcf.<>¥ ~Ju£J.Al,,,..,..'!JdP_··· "'lvw w....o """· ()v-L,,_,~,._......,.e,. s.,£"""......;,.f-~-~~ 1.,,., f:f.,...., c~i-."' {. . . ~~ ' . . . · OISPO SIT/ON_: Turned 10 on 7,f~ -oy {.. _6?.: · No fc•ntier i,c1ion r~coinmer.doo b ' I ~ead ;,gency has been rio,ii1ed: __ · --,.,....· --,-,--,--,.--,.--=-,-------::-.--.-,--=~-=--=====-=- -?robJ-em h2.s been co;rac\ed1 _ No problem has been identified. -?rior inVes.dg~tion 2.ddresses p; ' -See .==i1t t-----'~- . ?ri'.-a,a problem· NOA? will not consider beceuse: -_ W~ter originates onsile end/or on neighbodng parcal Location Is outside SWM Service Area. _ Other (Specify}: OAT!: CLOSE.D: _2 _ _/ /5' ;-2£_ by: ._p IIVV. /. LVU'J 11: VDAM KI N\i lU. WL KU_ NO. 5898 -P. 10/30 ;.___ 1)G]) . ' KING COUNTY SURFACE WATER MANAGEMENT DIVISJON DRAINAGE INVESTIGATION REPORT Page 1: INVESTIGATION"REOUEST Type~ (Eve) Received f~ · · (Please print plainly tor scanning). (Day) NAMB ~ %. ~ PHONe,,Qc'XJ ck:zS:53~ ADDRESS: / = -f • C; ,/fM/7in State~ Zip~ Location of problem, if different: Plat name: Lot No: Block No: Other agencies involved: No Field Investigation Needed~-- (tnlUiU'&> -~ .. ~~~..'t.~t tJ«J ..• :z?f '1-s 5 Parcel No. 232."B>OS qol38 · Kroll g/{, w Th Bros: New 6 56"J7" ~-s~,:--~ Old '12"1• 151 ·sasln tc./?. Council Dist / Z Charge No: ____ _ . ~------- RESPONSE: Citizen notified on tp.{f:tt by _}( phone _·_ fetter _ in persori .. 0.65-d --C'tle._ ~ ~ f'h,..__.___ ._,~-i.~ l:?v.a l,,"' G-· Da..\ ~-k.. \?-e~ ..(oC~v~ ~ <=3~ Gh.~4._;~. ~~ DISPOSITION: Turned to on by -~---------OR: No further action recommended becaus. 6: Lead agency has beeri notified: U7: Y cJ; C /f?r?{"TY cJ Problem has been corrected. -~~c+,N,-:o_p,._ro---,b7le..,.m~ha_s...,b_a .... en-=--!-,ldr-en=-cti"'"fie..,_d,... . .:c...c-----,P::-r.,-lo-r .,..in-ve-s:-ctig-a-:;tio-n-ad7d:-ra-s-sa_s_p~robJem -$4oAlo# _ Private problem -NPAP Will not consider because: ----- _. _ wa1er originates onslte and/or on neighboring parcel . _ Location is outside SWM Servi:;,};:/·· _ Other (Specify): DATE CLOSED: /tJ1.Li]_!k. by:._..ZV ~~...J KingCowny Department of Natur.,J Resour= Sur/ace Water Management DRNNAGE INVESTIGATION REPORT ¥1ELD JNV:Ul'ICATION FrLB ~o s>s-1'"61 NAMll: EVl!LYNDllLSANTO ADl>lll!SS: 1'01714!>TII A.VB SE PHONE 2,,-,3so MAINTllNANCl! 4 THOMAS PAGE. ifi5iG.f4 DATB 9-<16-96 INIT1AlS DCD DETAILS OF INVESTIGATION: I met with Evelyn Del Santo at her home to discuss her concerns about Madsen Creek. She is claiming that King County bas altered the creek so it floods her property in the winter. Del Santo had four f"II' tree die because they were submerged in water. The area is west of her · garage about 100 feet. The area has turned into a swamp according to Del Santo since the County did some work on Madsen Creek. · I talked to Karen Goto the Senior Engiueer in charge· of the EDiot Levee project which is located near the mouth of Madsen Creek. I asked Karen Goto if the County is doing any work to cause the creek to backup. The County isn't doing auy work on the Madsen Creek channel. Karen said the problem may be caused by the Beaver dam located on the City ofRenton's propertY east of the Maplewood Golf Course. I asked if the County planned to do any work to f'o: the problem! Karen said ifthei-e was any work to be done on the Madsen Creek channel that it would have to be done by the City of Renton since it was located on the City ofRenton's property. · · ;. talked to Larry Gettle Senior Engineer of Local Drainage Services Unit about ~is problem.· LaiTy e:itplained to me that this would be a Qty of Renton problem to address. He suggested to get a contact person with the City of Renton and also send out the brochures on Beavers with a copy of the Trapper in Black Diamond. I will send a copy of the BeaveiBrochurea and get a contact person for the Ci_ty of Renton. Sam Chastain is the contact penon for the City of Renton. 235-2568 IWV. i iUUJ l I :UoAM KING CO. WLRD SE JONES PLACE SKETCH: 1491H A VB SB JONES ROAD NOV. 7.20-05 11:06AM KING CO. WLRD NO. 5898 P 13/30 -KlNG CO~Y WATER AND LAND RESOURCES DIVISION' DRAINAGE INVESTIGATION REPORT ,p ~ Pagel: lNV!!STIGATIONRl!QUEST OBLEM: (.lll(IJ'{; {!f/J/(J?.(J~R.J · RECEIVED BY: .(:/)u; Date: wh/3/97 OK'd by: Type Received from: .1 1 , (Day) < } (five) ._(_---') NMW: ~mll#oh~ PHONE '4~!$4 ADDRESS: .~ ~~~City ~ State __ Zip W,2,P Location of_problem, if different: · · · -HY/,,,,../,, ~ ~ _p_ -~ Plat name: '7 '/~/ ~ Lot No: Block No: )ther agencies involve?: No field investigation requi~ (inilials) s Basin u:::,.,e.-Council District/_1:_ Kroll ,?/~.&}Tu.Bros: New Old 0S&u~S 4-Z -01,p.z., Charge No .. _______ _ -··--··--.. ----··---·· .... -.-.... _.,_. __ ......,.., .. _ .. ______ , ______ .................... _._, ___ ,,, ______ .. ___________ _ :ESPONSE: ~-· Citizen notified on· -----by: _ phone letter __ in person .>etr /<./Ord : ~,...__.,,.,'4-/,vt,<t-,._,7 ~ ru,vk-,,-J(' ~ f>c1Nb ,r/,+,-Ad"c:-,,.J.Atv'~ JSPOSJTION: Tlll'lled to _. -on . / / by_ OR: No further action recommended because: ~ead agency has been notified: ________ _,_. ------------- e:_ ·Problem has !ieen corrected. -. _ No problem has been identified. _ Prior investigation addresses problem: SEEFltlt# --- Private problem -NDAP will riot consider because:· __ Water originates onsite and/or on neighboring parcel. Location is outside WLRD S~ /yea. __ Other (Specify): ~TE CLOSED; 1 1 ..J 1 ?7 By: -fl"Q /te.o/JCA. r I) NOV. 7. 2005 11:06AM KING CO. WLRD . NO. 5898 P. 14/30 KING Co'vNrY WATER. AND ~un.cEs DIVISION D ( D-- DRAINAGE INVESTIGATION REPORT /J PROBLEM: · ~~· RECEIVED BY:= Page I! INVESTIGATION REQUEST Type ~ Received from:. JM,::: (i~oK'dby; V~FILl~No.ll7-12'x2- NAME: /L/.tdl.e) ~ ADDRESS: h'JO/&, .-&946 (V}f'1.<;/6 Location of problem, if differMt: . Plat name: Other agencies involved: . . i1~--F1-- • 2,3...-'.2-3 OS · \.'4 ·-··s T R Parce1No.232'.30~-G\l33 (Eve) ,._( _ _.} Lot No: Block No: No field investigation required...__ (illllials) IIJ111W ~---;;=, --~-,~~~ •• ~·: ,_. ·,.;__~,::~~~~ Kroll <i) I fo W Basin /...C.R.. Council District 12. Charge No. ______ _ -----,-.. .....,., ............... ,..._._,.....__n,•w .. •--, ............. _ .... _, __ _.._.. ..... ____ ~_,,..,,, ... ,, .. ,_,_ .. _._ .. NOo-------. ..... ,_ .. ___ • ..._ .. ._ ______ -.. _ ... , REsPONSE:. Citizen notified on g_-z:t~7-·. by: L_.phone· _.:._·letter _·_· in person . ~~-kc.I /\'1r-6-,.'a'Sc;J,, l;.J:K +t-... i .... .Q.~ 0,lcc,,.,./ ~ 'E/tlt? 'f:fw:1-i'e ft"t'J~, ~ ~ ~~·i.J--.lo ~k Mi'kt.eil e .C. 1)e,sf rr,c,J.. S~ ~ck't1"\ 4-L.~ t~ c,..,J. ""\f, ~~"e -k M-~ . .Q\.c.. <.1='=€1. ~ csc... '3:):h DISPOSITION: Turned to_._ on / / by __ . OR: No further actio~ recommended because: ..)':_ Leadagencyhasbeennotified: 't)a-r ~~ ~'C.&S V)v, _ Problem has been corrected. _ No probfom has been identified. _ Prior investigation addresses problem: $EEF!L£ # --- -Private problem -NDAP will riot consider because: __ Water originates onsite aµd/or on neighboring parcel. . Location is outside WLRD ~J!:t}rea. ___:Other (Specify): DATE CLOSED: 8 il:21 V By: 1.:::£. /Ffjrc;l.f>S>~IJ!V. __ NOV. /. lOO'l.:.:,.11 :O~AM KING CO WLRD King County Departmei>t of Natural Resources Water and Land Resources Division Local Drainage· Servlwi Unit · BasinLCR Connell Dist. 12 fnitials DClJ fnvestigatiQDDate: 8-2S-97 Parcel #2323059133 Name: WILLIB .EMERSON Address: )5016 149,a A VE SE City RENTON Slate WA Phone: Day 226..Jl223 Phone: Evening Zip 980SK Maintenance Div. 4 NO. 5898 P 15/30 Complaint #97-12si· ... -... - Received 8-20-97 AssigMd Date 8-22-97 · · Report Date 8-26-97 Thomas Bros. 65614 STR.23-23-5 Facility# Plat Nan,e: I met with Willie Emerson at his ttail~ at 150 I 6 149'" to discuss his concerns about the Cedar River. Mr. BmerSOD did a proj~ a few yea.rs back and nlised his blll1k. Now the property next to his on the eastside is lower and the water is going across his property and flooding the neighbois to the south. Mr. Emerson would like to know what is going lo be done once the bridge is removed in the next couple of years. He would like to see the County property filled to the level of his yard and bank so the w~ would stay in the river corridor. I walked die area with Mr. Enterson and explained that a roads project was u, the works to remove the bridge and move the bridge upstream. I told him I did not know what lhe plan was io improve the bank in that area. The property next to Mr. Emerson Is ·~ed by King County. I will find a name of a person that Mr. Bll\etSon could talk lo about thls project to find out what ls going on and when the project would be built. No problem. identified and will refer the complainant to the proper agency in charge of the ]()lies Road bridge construction. '""""'"" lt1111.iw. r I J Areoof 1 concern HIGIUJW PJ.OWS J KC ROW lf , _ 1 ~NOV. 7. 2 0 0 5 11 : 0 7 AM-,..:" ..!,;K J NG CO. WL RO.c..r1. ~,u .l.,AJ'\U n..t.:.uui<ct,;:; lllVISI~~} 8 9 8 ' D:RAINAGE INVESTIGATION REPORT · t;./3-f~ OK'db: PROBl,Er.i: /li,.1t,A '= IS@ "'"CEIVEO.BY: ? (5',g.77{... ,::--Date: Page I; J'NVESTIGATION REQ~ ,<eceivad from: P. 16/30 ~t?:l. Type LC$ (Eve) ._( _ _.,} NAME: ful,1 JC) tl=?JbRq:V ADDRESS: JV'qvD6!e U.,VI) t/1-i./, /'#,k. · (Day) c4.t 5) PflONE rJ7/ ...; /,t ;!.,2.. City £.,_ ~ State u/1 Zip ' --- Loeatiouofproblem,ifdifferent: 1/'h-psov (£~~·. /'@tt?.tt/ft ~& /ifu~-rj"' ReporledProb!dn: CALLFIRST D (WouldLikeTo~e~) /,t/j?~O ~-~~ )0 p~ · u~~/i/t{' . ,,f-7' ,.,f 9"c.41 M.-v ~f'--1c. N ffev~ '("lh;-. ,A/ e:!'7,(/ ;ame: Lot No: Block No: ltber agencies invoh•ed: Na field investigation required __ (initials) ~ .• -• •• '• • '• ,•. ,•~:• V a ; . -·' . '.. . . : ... -. ! i:23 , f T R Parcel No. ,;J 3.d(j305XJ.X:x. Kroll .,f /6W Th.I3ros: New Old ~5tnJlffJ A/JD 1-1. ChargeNa .. ~~-~~~- 'rSPOl't'SE: Citizennotifiedon .9-2o-j1Q by: i/ phone __ I~ _in.person Basin. t.i;,,/f_ Coum:il District j' No pro 'b li::...vn i <lE:.vt-t 1+i w ·. · . , •POSITION: Tumed to _ on _ _,,/ _ _,/'---by~ OR: . No further action recommended because; · .:. Lead agency has been notlfied:=--:-::---:-----:---c::-------------- -.Problem has been co~ted. K No problem has been identified. _ Prior investigation addresses problem: T"" SEE Fn.u . _ Private problem -NDAP will not consider beca11cSe: · __ Water originates ·onsite and/or· on neighboring parcel. · • Location is outside WLRD S~. . . Other (Specify): 'E CLOSED: <?'t2-/ I 'J'! By: ~. ~, AltJif'~ /l)p./T NOV. 7200511:0)AM KING CO. WLRD Complaint 98-0540 Hendren· Investigated by Robert M;rums on 8-19-98 NO 5898 P. 17/30 I checked the pond and the area around it I saw the recent construction work on the ~ek and pond; but I saw no damage to the facility. No problem was identified in the investigation. I spoke with the trailerparlc manager ?l}d he told Mrs. Hendren is on vacation. P 18/30 :pss--:-, NOV. 7.2005 11:07AM KING CO. WLRD N0.5898 I ,Z.w -.. ------· KING COUNTY WA'l'filfXND LAND REsOURCES DIVISION DRAJNAGE INVESTIGATION REPORT Type U (Eve) (_ ) Aatname: Lot No: Block No: Other agencies involved: S T Parcel No. 2.r:. Z-3 o~ <-ijtf Kroll ?/1.n,V\f Th.Bros: New 0'51 {J,5 i.1 Old 42 [32 B~sln /_lj_ . Council District . / 2.. Charge No. . REsroNSE: ~nnotifiedon i(t (qf by:_ phone _letter __ inperson q?-c:/ f-OdJV..0 5'f 5Te"t ro W/XJ::;71JG, c,qu..-eO -ro sr;w-r-pf.,..; p·,-.,Je, :s ni ~~ l>IsPosrnoN: Turned to _ on / by __ OR~ No further action recommended because: _ Lead agency has been notified:. ___________________ _ _ • _ Problem has been correct.ed. _·_ No problem has been identified. _ Prior :investigation addresses problem: -)C. Private problem -NDAP will not consider because: Sm!F!LJ</1 --- __ Water originates onsite and/or on neighboring parcel. Location ls outside WLRD S~~ '_)£Other (Specify): DATE CWSED: 6 I # I ?J By: ~ {)<, ..... i,.,-;;77e, ,,,.,.llrcm!. . /Vt' /.,,r!/ £3 NOV. 7 2005 .. 11 :07AM •.. ,, KING CO. WLRD. ,., ,-. ~. ., •l :. ~, .. :· ,.::.. .; ·,.'... Complaint 99.-0404 CIIIT Investigated by Pat Simmons 05/17/99 I was called to the sir.e and talked to the workers w)io fouod the ponding water. The problem area was adjacent to 152°' Ave. SE where two solid lid catcl\ bashlli .are located Bast of the fence. The road cawh basin drain$ to the oil/water separator, flltering and infiltration basins. The water was ponding around the Infiltration bas.In. I opened Up each bas.in and fowtd that the oi.lfwater Hparator was OK, the filtration ba.<in was full of rock and lniikratlon was drained thecetbre the water wa, not coming from this system. I asked the workers about watering lines in the area and he pointed out that a line may come front the pump house to a firucet near Maple Valley Highway. I told him that that Jinll ruigbt be leaking beeausc the road drainage systllm was drained to a much lower level. I also stated that the storage basin needed cleaning. He thought lhat the basin belonged to the Roads Dcparlment. 1s2•d Ave SE ows ". { Maple Valley Highway -WaterFaucet Flltralion Basin WoOd Fenoo 0--Pump House r ,.· ·-·-r·-·. NTS .1,/ NOV. 7 2005 11: 07AM KING CO. WLRD NO. 5898 r'f;// . . . P. 20/30 -KING COUNTY WATER AND LAND RESOURCES DIVISION DRAINAGE INVESTIGATION REPORT "ROBLEM:~ Rf&FIYHPBY: f,./\JIJV · Pagel: !NVESTIGATIONREQUEST Date: l~z._ Receivedfrom:~ ~ (Day) 11:z.£> PHONE ~2:-{.L -'62-{ 2. ~\--- c__, Type __ _ (Eve) .._( _ _,) NAMll: M , l rA.tt-ut CfuqfY\t?Vlr\,. ADDRESS: . (:,@:;I_, I l 4,'t 1111. ~ '5G" City ______ State. __ Zipt.l f(f58 Location (If problem, if different: Repo~ed Problem: CALL .l!'IRST O {Would Like To Be Present) 1N>~ /,Q MyA-LIMA-f-o ~ ~-~ WMC. ~~-Iv ~ bv"fA do UM«:o ~ lflwd --11,vM ~-~ lo ..t+uo ~ ~ . . iiw '5~ -VJ µ......, iZ '-l_ i.,..i:;..;.t_fl-&.,,'11-1..R ( o.-vr ,P \,> N f 1>J op ft<-<. Cus ,;...._J c; r-o'V ..._.__ (2.,. ~ ~ ~ ;,_,, ~"' / , re. (V w1 ,,, c c,"Y' ,,.,,, ~ t., ~ ~. s~ IS !:,;r<i1,,.J} .,.___ )q~t"\ <;e )~ cf~ J""""-:, ~~ ~TT; Gilt..,( '6...0iy. o/Jj1V Cf b --J t. c.,, I Plat name: Lot No: Block No: Other agencies involved: No field investigation required,-,--- . "tials S T R Parcel No.Z>'7Z-~§O!Qtt7 Kroll [l{p Th.Bros: New /l3p J:1:: Bas -, _('/<_ ' . Council District I z.. Old 4-Z...l) I Charge No .. ______ _ Citizen notified on by: __ phone letter __ in person v,.sc-<Js-.sa""lA ~,,.,.11-,~. Nc!-1" ~-r ~ ~c:-,,,,J~c.. /\i<J O /~,.,:re/,,,,. r'1' r,::; w, ~... / .N O cr-u-;:.. / Av~ wlr7U'.vi) .,Jflf~ e,; dN" /fi..,uo /t.,.,,.-v ,Uf'c/.c, DISPOSITION: Turned to __ on _ _,__---'/ __ by_ OR: No further action recommended because: __ Lead agency hasbee.n notified:. _____________________ _ ._· _ Problem bas been corrected. _·_ No problem bas been identified. __ Prior in~gation addresses problem: __ Private problem -NpAP will not consider because: Sl!EF!u;; # --- __ Water originates onsite and/or on neighboring parcel. Location is outside WLRD S~a. _· _Other (Specify): DATECWSED: 'f?t /?t<f'CJ By:~ r?Of'u,J Complaint 99--0797 Chapman Investigar.ep. by Chris Treichel 11/15/99 Called and visited with Mr. and Mrs. Chapman on site. Toured the grounds with Mrs. Chapman, she stared that she-was VI:<)' C9'JCemed with the creek flowing over the bank and flooding their ba<:k yard up to the bottom of their door. The Chapman prop«ty sils about 3-5 feet lower than the stream because ufthe berm that they Installed along time ago. The house sll/J about 2 feet below the creek, and about 75 feet away. Mrs. ChapmBIJ. also infonned mo that their property continues on the other side of the creek but that all the sediment/silt that has come· down the creek from Fairwood, as entirely covered their back fence, she stated about 3 1/2 feet I also talked wlth Mr. Chapman who was able to give more history of the area He.stated that there UBed to be fish In the creel Wllil upper development took place. He also said that the neighbor put in a 12" steel pipe In the outlet area of the creek into the Cedar river. I could not locate that pipe as the area ls covered with debris in the c,ree1c. The creek runs from south.to north, starting at a couple of points and !hen merging together befon: crossing Wider Hwy 169 via a culvert It the runs westerly along the Hwy until It gets to the soccer/softball park locatedjust easrof Maple Valley Golf Course. It then goes north into a big wetland/holding area before it continues into the Cedar river. Mr. Chapman is couvinced that If the pipe ls r0111oved and the sediment taken away then the fish will return t.o the creek. This also appean to be a reason why 149,. Ave SE gets flooded. · · · ~••••••w••••••••••••••••••••~•~••••··~•~•••••••••••••w• To KC/R.enton Park (pie 5) . t l1 j/ t I ; i { 150171~ AwSE /) .,... V • 11 15031149th An 81! ..I c.......-G ,___ __ _j • - m NOV. 7. 2005 11: 07AM KING CO. WLRD · · • · ., .... ~,-NO 5898 P. 22/30 KING COlitff l' WATER AND LAND~S0J1RCES DIVISION r" ,.,.,,/) 7;,,,,~ PRAINAGE INVESTIGATION REPORT ~<;~ INVESTIGATIONREQUllST PROBLEM: U~ · vw- Type _____,_('~ ,{BCE(VBDBY: ~ Date: 10/tJho OK'dby: ~FILENO. 00-7eo ' I . Received from: (Eve) ._( _ ___,) NAME: . ~ . PHONE (Day) ( ) ADDRESS: /1"(,J& ~~J<~ity ~ State __ Zip~5 LoCATION OF PROBLEM, IF DIFFERENT: e-NA-.f ,r F r..'.. _-·h· c.\..c..+lL "". {' / 4J ..,........,. +: Ix., Plat.name: Lot No: Block No: Other agencies involved: No field investigation required. __ ~ _:m~_5:_· _ 11m ~ S T · R Parcel No. Q3aJ<:>5<]'lOQ Kroll !/hLIJTh.Bros: New (,Sf,J6 Basin LC£., Council District ..:t_ Charge No. _______ _ RESPONSE: Citizen notified on ______ by: __ phone _ letter __ in person DISPOSITION: Turned to on _ _,I'---'''---by_ Ole No further action recommended because: _ Lead agency has been notified:_-::-::---~-:----:---,,---:--::-----,-,----------- -Problem has been corrected. _ No problem has been identified. __ Prior i,rvestigation addresses problem: SEE FILE# .. _ Private problem -NDAP will not consider because: --- ___ Water originates onsite and/or on neighboring parcel. Location is outside WLRD ---*'PH Area. DATE CLOSED: #1 5'°Clf Oe) By: ~ /f!"'v . -~Other (Specify): I 147&:::/2.. ']""I?) Complaint No.: 00-0700 Investigated bye Virgil Pacampara DETAILS OF INVESTIGATION Name: Anonymous Date : October I 7, 2000 I went to the site on 10/17/00 at 10:00 AM to investigate the anonymo\15 complaint regarding a prlvatt> contractor working on retention drainage system and has a pond which will bypassed pond which will cause silt to enter Madsen creek. · I apoke with Mr. James Crawford, the lead foreman of''Bodine Construction" who is doing the conslructioo. Mr. Crawford told me that their project i.s to catch runoff from the hillside which is flowing through and entering Wonderland Estate. I was referred to Mr Bodine, ( owner of Bodine const:roaion) through telephone-and was able to spoke with him briefly lnforcning him the pWpOSC of my visit tO d1eir project sito and asked him if there is a pennit issued on their project. He asked me if there is a problem with regards to their project and told me also that fuere was no pennit Issued. Investigation shows that the project is abont cmurolling and diverting runoff from the hillside from flowing and ent.ering the Wonderland Estate. They laid a 6" diameter perforated PVC pipe, built a trench and benn along the foot hills to block/can:h runoff from the hillside. Excavated and widen the existing pond to accommodate more water retention. I notice that there was no fabric barrier aod hays/straws at the project area to control the o:i:eavaled dirt 1rom getting wash out during construction period in the events of rainfull. I suggested to Mr. _Cra-wfurd to put the fabric barrier around the site. He told me that he will put hays/straws and fabric barrier to the areas where it is needed ,jght away. Mr. Qawford also told me that they have not determine where to tap-the outlet. I went-by to the site on 10/23/00 and check the location of the Madsen Creek. · I notice the contractor had laid the hays/straws on some bare areas and pnt a fabric at the benn areas where a possible erosion or wash ont will OO<lllf. The Mad.set\ creek is located at eastslde of the property approx. 200 feet from the po11d and 150 feet south east of the pond. The silt have not ,each the Madsen Creek since the project site is at the lower stream. The erosion/oih had reached the properties adjacent to the projec! site and it W>IS been cleared already when I went-by. I Madsen Creek , i Sediment po ~ -· l I I \ I I .. • I • • r • • I nn Mobile Homes Mobile Homes -··-, Mobile Homes o" Perf pipellrench Mobile Homes I . . 1, I To s~ 169 NOV. 7. 2005 11: 08AM KING CO. WLRD L RE D NO. 5898 { J.4fr30, -KING COUNTY WATERAND AND SOURCES l'VISION_ /'J..J l..__.. DRAINAGE INVESTIGATION REPORT ///),.,,,~I A /I ~ _ _ INVESTIGAUON REQUEST Type FCS PROBLEM: l/W/(/./l{./,}(..L, T) n,ECEIVED-BY-:-~-------Date: tok1h.; OK'dby:..Y~FILENO. 2001-6,37B' Received from: / 7 t .p,:;_5 NAME: Ull.flP; ef.6ndJMJ PHONE (°lz/-M'd_c) (Eve)" ( ·-· l . --·- ADDRESS: {/ /f/29? Ot2£ciJ..() i; City~) State Zip 9.ff)5g LOCATION OFPROBLBM, IFDIFFERENT: !t/~./2¢'.~) -~ ///61'(5 ~ Access Pertnisswn Granred D Call First, (Wo~d L!k!' .To~ Presen1) D ~~ ~~ ~~L.J~ u,v ~~~ ~.-0~~,~U}~~ ~? l~-Llh ../z£LU' aw ~ a6i/-~ ~~ to (?~~;1: 1 ct/)(./d0~;twm ~.uo/~. d~~ Plat name: if ( #b /1/MJ./)tJ~) !Jf~ ~ ~ /McotNo: ·~ · Bi:c~: =-=~~ ':c--••r • ~~ ___ -;=---:;--; --,-~~~---·-- J.,_,'1l ]....;_i {'<J,)f\lJ,~l, 0 J~~~(/1 _, (,~\;/1,~'l!->!';_;l, ~~I t{.f/ ~(,',-,, n,;·1,;,-::1\1 . \. 1 \1, t. ---···· '"~ ~.=..==....---·-· "~·.=...:.....:..--.,,-.~-' . ·------Kroll "'8/S Th.Bros:. New C,S-{;J5 )ISPOSITION: TW11ed to on / / by_ OR: No further action recommended because: 1'iJ Lead agency has been notified: jJ /KrS ytU-1,.,.r( zl'r:::rr: 1.+ l a C: $ ~ Problem has been corrected. _ No problem has been identified. _ Prior investigation addresses problem: SEil: FILE# --- -_ Private problem -NDAP will not consider because: __ Water originates onsite sod/or on neighboring parcel. _ __,Other (Specify): ..,ATE CLosEo: r, 1 12 1 o 1 By: I ?Q/c NOV. 7 2005 11: 08AM KING CO. WLRD NO. 5898 KING COUNTY WATER AND LAND REsOURCES DIVISIQN DRAINAGE INVESTfGA'fION REPORT I r:J ,INVESTJGATION REQUEST PROBLEM: ?o-:J~1\'£( ( l (ct,:;J¢6 V\ j RECEIVED BY: IL. "'V\ k:.. Da : I OK'db ; FILENO Received from: (Day) erz,.,-> P. 25/30 Type£(/) 2002-a::>n (Eve) ~C _ _,) NAME: Q<2:t:::'.\ lte'.JNt.17h :r ( PHONE ;t/; (;WQ . ADDRESS: ZOO M;JI j..., S City (3:,M f<-7,.,,.,_ State l),A Zip __ _ LocATIONOFPROBLEM,ll'OJ'l'PBRENT: i'l?CIV f<a"'-i-c.n-. Aa.e~ Va.. ll ... v R.D Access Pennisslott Granted D Call First (Would Like To Be Present) D r . 'P .,,,_,\c. "t'tC\ i ( Fl tJCJJ. 5 Y\o\.,.> ~6 hi ().J?..e.... ~( L V1U 1 ~ 't f ~{~ . I,)~, i~ lwu"" 't f ve. Jl&i.&dc.:f Cl:rei.,,. 11>..t (~ Coi.,, Jc) &v,,,. O 'fit ..,_:-) tc. Ri,~J)S,""'ws fKJc{J , Ar<i,zvi ~Je ridJ~f ~ n vi~ ! Plat n;une: ;t/ /1,(...e · Lot No: ;ti /,A-Block No: /11 / ,A Other cies involved: £..1!L 1-3 .ug ? c ~ S T R Parcel No. _______ Kroll R/Sl.J ThBros: New b';?-b J 4 RDP Basin {,,,411 C.,.a.v Council District 9 Charge No. _________ _ r.ESl'ONSE: Citizen notified on 1/ z.g-/ o <.. by: -k::'Phone _ letter __ in person -.IIC4S'to Roi,,. a.&.,.JI J~f: -..f ~"'"'"'' M.Yrw;! f.r1,E. lcrfcY vi,:.._._ v-e ("'-" ~t ft,, ... Tc. du..«~""' ·1F ll\<ift..rA-se ..:1 ~t,,"'J .. .1. 13 ... 1 WP ="'"'~r c.1-- br·s-.:f..;.," 1,.,.. c-t, .. ,..,...,c r,.CP-""'>~ WDFw ...,·if/ ...,f &.11 ..,,,,.,, '"-iP '-'P ...., [,;..,..S"'r ""-.,..,. "'v:~,;, _ "lISPOSITION: Turned to_ 011 / by __ OR: No further action recommended because: _ Lead agency has been notified:. _______ ----,--,------------------- -Problem has been correct.ed. _ No problem has been identified. _ Prior investigation ad~s problem: L Private problem -NDAP wlll not consider because: SEEFILE# __ _ __ Water originates onsite and/or on neighboring parcel. __ Other (Specify): ATE CLOSJi:l>: \ / 2..'i> I oz_ By: l(Q{L '\''ftvJ:a. f \'"d ~ ~ W\O V>fClr·i.f~t <Jc pv-t1icc1ls 1.v: {( \J p) NOV. 7. 2005 11: 08~~G e~Nj_.C_O: ~_L.R.DIERAND LANDRESOURCESDIVIS1i~~ 5898 DRAINAGE INVESTIGATION REPORT INVESTIGATION REQUEST Date:11/. lf/o :{ OK' d by: PROBLllM: l~,,,yrv> .ECEIVl!D BY: C' ~ Received from: • ' , I . (Day) (y',l$:) FILENO. P 26/30 --- Type .f:CS 2002 -0).75 (Eve) ~< -~> NAMB= VfA.440 w;n0/1.R/(1 PHONE &.7/ -1<c 2-;. ADDRESS: /tffat/5 R ~ 01:<lpfi-v~~&. State Zip __ LoCATIONOF PROBLEM, IP DIFFERENT: Lt.fft,p,, t1Ate,.. ~ p ~ ~< 1/aP~ 1.1a ccess Permissum Granted D Call First (Would Llke To Be P~t) D ~ Plat name: Lot No: Block No: I Other agencies invol~:~;:•,}fii@liJl1ij§i@~-w2~!~~~.:S.~~:·. ''.··· :: ,1 SB._~o4?,s_ . ' Y-i S T R Parcel No . .Q_l,2;3Q5:7'<22::e: Kro11'$/6h.) Th.Bros: New ttfbJ5 lDP .£_ BasinlGfl. Council District 9 Charge No. ________ _ 'fU1sl'ONSE: · Citizen notified on /,/tz./ ~ 'Z.-by: ~ phone __ letter --, in person JJ. #'VVIAM~, W.t ~12. ~ .-'1.Al-t~ ~ ~p.J~s....-. ~ tt...,, f":' • .f.,,lt...12 1 ...... ;i..,, ..... t, u,..U G.o..:.R~ 'if ~ iv,._£) t ~,__.,, "":' (I~ 1.1,,.1--.-/1 ....... - DJSPOsmoN: Turned to_ on _ _,I _ _,/.~. _ by~ OR! No fw1her action recommended because: _ Lead agency has been notified: ______________________ _ _ Problem has been corrected. ~o problem. has been i<f<,ntified. __ Prior investigatio11 addresses problem: SEEFn.E # --- _ Private problem -NDAP will not consider because: __ Water originates onsite and/or on neighboring parcel. __ Other (Specify): 1ATE CLOSED: b I (1.. ;07-By: lC-5?/C- I NOV. 7 2005 11 • OSAM KING CO. WLRO NO. 5898 P. 27/30 ---KING COUNTY w ATER AND LAND RESOURCES DIVISION DRAINAGE INvEsTIGATION REPORT ( f . · INVESTIGATION REQUEST "JtOBLEM: 'fl[,, eJ( l'J,.0/1Ckej · Rl!CEIVED BY: ,Lvrc ' Date: OK'db:i:;: FILE No. Received from: Plat name: Lot No: s T 2004-@ (Eve) ~< _ __.) Block No: uired RDP BBsPoNSE: Basin Ur-Council District--1-7--City ___ Charge No. ______ _ '*'i:l:of"' Citizen notified on t,4z:.'i, '1 I ,..,,f_,-/ 11,,:: ~ .. , by: _x_ phone letter in person .;;l -r:::.. ns;L, ~ ~<;-7, DIBPosmON: Turned to _ on / / by __ OR: No furlher action recommended because: V Lead agency has been notified: 7J../:s --;;::,Js C,..,.../. -;;;:;; l(i/..,. :U;J ¥ (;:Lot; _ Problem has been coneoted. _ No problem has been Identified. __ Pdor investigation addresses problem: SEE FILE# --- _ Private problem • NDAP will not consider because: __ Water originates onsite and/or on neighboring parcel. >ATE CL0SJ£D: I I .f.J I ~ By: ~ __ Other (Specify): NOV. ). 2005 11 • OSAM KI NG CO. WL RD NO. 5898 P. 28/30 N\JV. 1. i uu~ 11·UYAM KING CU. WLKU N0.5898 · u..u'lG Ct.,v" • • n ,,.,...;RAND LAND RESOURCES DIVISIO.N · P. 29/30 DRAINAGE INVESTIGATION REPORT TYPeKs'\ PR iCB1VHD BY: CzE::, Received from: NAME: {!lll!J, ~ ADDRESS: fl{V) l.(4>- , 'lat nam.e: INYES11GATION REQUEST Date: # OK'd by: J!'ILE No. ' (Day) (@3 PH'l:JM':f)/ -/9;)-J-~ ~ V_::--clly_ . . State. __ Zip __ _ (Eve) (.___ _ _.} ~CM,L~~ Fltt~Jf Block No: N~ ~898. P. 30/30 IJVV. /. LVV? 11 :V~AI~ .. ~!Nu cV. WLKU. KING COUNTY WATER AND LAND !«SOURCES D_MSION DRAINAGE INVESTIGAnON REPORT · · . 1. n-iVESUOATICiNRBQlleST . Type ·(3 . . PROBLEM: ·rt,o4pll)(J , RBCErVEDBY; Tl. . .. . . Date: J/7fas OK'dby; Fru:No~. 2oos-~·OfifZ ': ·_. R~v~from: ]),AN( HS,( (z.<t{;-(J.s<J6)-C,tM}uLJ1M1 HAM>fl)A/1>.'s r,rr1 ~e-· J . . ~(Z~ NAME: A.Cf<. Citll.M,OIJ . PHONE! (516,;. it/:!'{. . ADDRESS: , "6 ts ~ R6tVft/JJ ~ MP..fu lhw:y .t~rft:' . Yfu,@ State __ Zip f!fo'~d {Eve) ,.__( _..:_~} Acces, Permission Granted O Call First (Would Like To Be Present) D .. _J1,-c,:: · GAA()v> ,s -M)AIAGM <JF ~~1.,MJ~ £st/fies ~Btt,b J./oM6 11tK . . j)t.4,AJ.fGl· · · lJJttl{ · ,5 tJll5/l-F{RW ,1v, . ClfNNrft. /JU-Ate Ccc4 t,.t'C oF · . l U/IIA"' OJtA> Je l>tMJ6 ? >At Md;.) Ct>,OCclWS. , 1 • ul,)i/rf.1. D1MJc hf/I tff KC Cr;pl()(}IL#A,(> llMt11tJM) J (JF°f'IC~ (iqG~(IJt?~) : tAJltf{ f'tf,).bl,V6$. "lat name: FILE COPY Lot No: BlockNo: >thet a§eilcies involved: No .field inv~on r~. .., · -. -~ ... ~ ..,23 ,25' _,(2£ . . . % S T R Paroel No. ,23{l30;fftJ;JQ Kroll 1/(,,(J} Th.Bros: New (o (f0 05 DP Basin LC8 Council District 9 · City . Charge No·------~ '"I,Sl'ONSJJ: Citizen notified on ------by; _ phone _ letter _ in person ' FILE ::?Y ' . ' fSl'OSITTON: Turned to_ on --'-'/ ._/,_· _ by__:_ OR: No further action recommended because: .. ' _ Lead agency h.118 been notified: ____ .~------~------~--- -_Problem has beeµ corrected, -. ~o problem has b-identified. _ Prior investigation addresses problem: SEE:FILE If --- _ l'rivate proble,m • NDAP will not consider because: ---~. Wat.el' originates onsite and/or on nelghborin,g parcel. _. _Other (Specify): 'E ~LOSE!): __ !.....__~I -By: __ _ 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. Existing Site Hydrology The existing site consists of pastureland with a scattering of trees. mostly along the southern prope1ty line of the site. Madsen Creek forms the project site's east, north, and south boundaries with the overflow bypass forming the project site's western boundary. However, for purposes of sizing the detention for this project site the entire site was assumed to be forested, which meets the requirements of the 2005 King County Surface Water Design Manual. The existing site slopes at a fairly constant rate for the most part in a northerly direction towards the downstream end of Madsen Creek. B. Developed Site Hydrology Under developed conditions there will be 2.44 acres of impervious and 1.85 acres of till grass contributing to the detention pond proposed for this development for a total of 4.29 acres of development. The proposal for this project is to construction a large parking Jot with an associated soccer field and one small building. There will also be a track running around the total development on this west side of Madsen Creek. The project site is longer in a north-south direction than the east-west direction as will be the pond with this development. The proposed wet/detention pond is located in the northwest corner of the site and will discharge to Madsen Creek via pipe system. A small rockery less than 4 feet tall will be constructed along the southwest corner of this site to meet site grades since the soccer field has to be level. C. Performance Standards Level 3 Flow Control and Basic Water Quality arc the flow control and water quality standards instituted for this project. In addition, the conveyance system capacity standard will be to utilize the Rational Method as developed by the 1990 King County Surface Water Design Manual and still approved by the 2005 King County Surface Water Design Manual. D. Flow Control System Please refer to the illustrative sketch on the following pages of this report for the flow control system modifications proposed for this development. E. Water Quality System Please refer to the illustrative sketch on the following pages of this report for the water quality system proposed for this development located as dead storage below the live storage in the pond proposed for this development. 11706.031.doc - i i ·~ --·· -- --,,__ '"""'--~INt'f~'lo\O ~-:<Y.:I ?lll.&:-L;l:(iZt) Ul9-L~(!ilt) ~-tt'Oi& 'RII '.IJGll ~-H.1/'lOS :nN3/l't OHZ£ !:l?III ~ [ \ l~H~ • s C - 90lJl -w ,, / ' ' / WATER QUALITY CALCULATIONS SIZE THE BASIC WET POND = 3 [A, (0.9) + A,, (0.25) j(0.039)(43,560) vb 3 [(2.44)(0.9) + (1.8S)(o.2s)] (0.039)(43,560) = 13,549 CF 11706.031.doc LEVEL 3 FLOW CONTROL CALCULATIONS Performed on April 20, 2009 Our Job No. 11706 KCRTS Command CREATE a new Time Series Project Location : Production of Runoff Time Series Sea-Tac Computing Series Regional Scale Factor : 11706wpre.tsf 1.00 Data Type : Reduced Creating Hourly Time Series File Loading Time Series File:C:\KC_SWDM\KC_DATA\STTF60R.rnf Till Forest 4. 29 acres Total Area 4.29 acres Peak Discharge: 0.346 CFS at 9:00 on Jan 9 in Year 8 Storing Time Series File:11706wpre.tsf Time Series Computed KCRTS Command Enter the Analysis TOOLS Module Analysis Tools Command Compute PEAKS and Flow Frequencies Loading Stage/Discharge curve:11706wpre.tsf Flow Frequency Analysis Time Series File:11706wpre.tsf Project Location:Sea-Tac Project Location : Computing Series Regional Scale Factor : Frequencies & Peaks saved to File:11706wpre.pks Analysis Tools Command RETURN to Previous Menu KCR'rS Command CREATE a new Time Series Production of Runoff Time Series Sea-Tac 11706wdev. tsf 1.00 Data Type : Reduced Creating Hourly Time Series File Loading Time Series File:C:\KC_SWDM\KC_DATA\STTG60R.rnf Till Grass 1. 85 acres Impervious Loading Time Series File:C:\KC_SWDM\KC_DATA\STEI60R.rnf 2.44 acres Total Area 4.29 acres Peak Discharge: 1.54 CFS at 6:00 on Jan 9 in Year 8 Storing Time Series File:11706wdev.tsf Time Series Computed KCRTS Command Enter the Analysis TOOLS Module Analysis Tools Command Compute PEAKS and Flow Frequencies Loading Stage/Discharge curve:11706wdev.tsf Flow Frequency Analysis Time Series File:11706wdev.tsf Project Location:Sea-Tac Frequencies & Peaks saved to File:11706wdev.pks Analysis Tools Command Compute Flow DURATION and Exceedence Loading Time Series File:11706wpre.tsf Computing Flow Durations Durations & Exceedence Probabilities to File:11706wtarget.dur Analysis Tools Command RETURN to Previous Menu KCRTS Command Size a Retention/Detention FACILITY Edit Facility Loading Time Series File:11706wdev.tsf Time Series Found in Mernory:11706wdev.tsf Saving Retention/Detention Facility File:11706wlvl3.rdf Starting Documentation File:C:\kc_swdrn\kc_data\example\kcrts\11706wlvl3.doc Time Series Found in Mernory:11706wdev.tsf Edit Complete Retention/Detention Facility Design Saving Retention/Detention Facility File:11706wlvl3.rdf Starting Documentation File:C:\kc_swdrn\kc_data\example\kcrts\11706wlvl3.doc Time Series Found in Mernory:11706wdev.tsf Flow Frequency Analysis Time Series File:11706wpre.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.270 2 2/09/01 18:00 0.074 7 1/06/02 3:00 0.200 4 2/28/03 3:00 0.007 8 3/24/04 20:00 0.119 6 1/05/05 8:00 0 .208 3 1/18/06 21:00 0.175 5 11/24/06 4:00 0.346 1 1/09/08 9:00 Computed Peaks -----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 0.346 1 100.00 0.270 2 25.00 0.208 3 10.00 0.200 4 5.00 0.175 5 3.00 0.119 6 2.00 0.074 7 1.30 0.007 8 1.10 0.321 SO.OD 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Flow Frequency Analysis Time Series File:11706wdev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak -Peaks Rank Return Prob (CFS) (CFS) Period 0.757 6 2/09/01 2:00 1. 55 1 100.00 0.990 0.605 8 1/05/02 16:00 0.933 2 25. 00 0.960 0.912 3 2/27/03 7:00 0.912 3 10.00 0.900 0.642 7 8/26/04 2:00 0.802 4 5.00 0.800 0.776 5 10/28/04 16:00 0.776 5 3.00 0. 667 0.802 4 1/18/06 16:00 0.757 6 2.00 0.500 0.933 2 10/26/06 0:00 0.642 7 1. 30 0.231 1. 55 1 1/09/08 6:00 0.605 8 1.10 0.091 Computed Peaks 1. 34 50.00 0.980 Flow Frequency Analysis Time Series File:11706wrdout.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak --Peaks --Rank Return Prob (CFS) (CFS) (ft) Period 0.228 2 2/09/01 21:00 0.325 3.51 1 100.00 0.990 0.055 7 1/07/02 4:00 0.228 3.29 2 25.00 0.960 0.182 3 3/06/03 22:00 0.182 2.95 3 10.00 0.900 0.045 8 8/26/04 8:00 0.171 2.84 4 5.00 0.800 0.058 6 1/08/05 5:00 0.110 2.40 5 3.00 0. 667 0.110 5 1/19/06 2:00 0.058 2.18 6 2.00 0.500 0 .171 4 11/24/06 9:00 0.055 1. 98 7 1. 30 0.231 0.325 1 1/09/08 12:00 0.045 1. 29 8 1.10 0.091 Computed Peaks 0.293 3.50 50.00 0.980 Retention/Detention Facility Type of Facility: Side Slope: Pond Bottom Length: Pond Bottom Width: Pond Bottom Area: Top Area at 1 ft. FB: Effective Storage Depth: Stage O Elevation: Storage Volume: Riser Head: Riser Diameter: Nurnber of orifices: Detention Pond 2.00 H:lV 280.00 ft 47.00 ft 13160. sq. ft 19370. sq. ft 0.445 acres 3.50 ft 99.50 ft 54300. 1.247 3.50 18.00 2 cu. ft ac-ft ft inches Orifice # Height (ft) 0.00 2.25 Diameter (in) 1.20 2.25 Full Head Discharge (CFS) 0.073 0.153 Pipe Diameter (in) 1 2 Top Notch Weir: Rectangular Length: 1.50 in Weir Height: 3.15 ft Outflow Rating Curve: None Stage Elevation Storage (ft) (ft) (cu. ft) (ac-ft) 0.00 99.50 0. 0.000 0.01 99.51 132. 0.003 0.03 99.53 395. 0.009 0.04 99.54 527. 0.012 0.05 99.55 660. 0.015 0.06 99.56 792. 0.018 0.08 99.58 1057. 0. 024 0.09 99.59 1190. 0.027 0.10 99.60 1323. 0. 030 0.20 99.70 2658. 0.061 0.30 99.80 4007. 0. 092 0.40 99.90 5369. 0.123 0.50 100.00 6744. 0.155 0.60 100.10 8133. 0.187 0.70 100.20 9534. 0.219 0.80 100.30 10949. 0.251 0.90 100.40 12378. 0.284 1. 00 100.50 13819. 0.317 1.10 100.60 15274. 0.351 1. 20 100.70 16743. 0.384 1. 30 100.80 18225. 0. 418 1. 40 100.90 19720. 0.453 1. 50 101. 00 21230. 0.487 6.0 Discharge Percolation (cfs) (cfs) 0.000 0.00 0.004 0.00 0.006 0.00 0.008 0.00 0.009 0.00 0.010 0.00 0.011 0.00 0.012 0.00 0.012 0.00 0.017 0.00 0.021 0.00 0.025 0.00 0.028 0.00 0.030 0.00 0.033 0.00 0.035 0.00 0.037 0.00 0.039 0.00 0.041 0.00 0.043 0.00 0.045 0.00 0.046 0.00 0.048 0.00 Surf Area (sq. ft) 13160. 13173. 13199. 13212. 13225. 13239. 13265. 13278. 13291. 13422. 13554. 13686. 13818. 13951. 14083. 14217. 14350. 14484. 14618. 14753. 14887. 15023. 15158. 1. 60 101.10 22752. 0.522 0.049 0.00 15294. 1. 70 101. 20 24288. 0.558 0.051 0.00 15430. 1. 80 101. 30 25838. 0.593 0.052 0.00 15566. 1. 90 101. 40 27402. 0.629 0.054 0.00 15703. 2.00 101. 50 28979. 0.665 0.055 0.00 15840. 2.10 101. 60 30570. 0. 702 0.057 0.00 15977. 2.20 101.70 32174. 0.739 0.058 0.00 16115. 2.25 101. 7 5 32982. 0.757 0.059 0.00 16184. 2.27 101. 77 33306. 0.765 0.060 0.00 16212. 2.30 101. 80 33793. 0.776 0.064 0.00 16253. 2.32 101. 82 34118. 0.783 0.071 0.00 16281. 2.34 101.84 34444. 0.791 0.080 0.00 16308. 2.37 101.87 34934. 0.802 0.092 0.00 16350. 2.39 101.89 35261. 0.809 0.106 0.00 16378. 2.41 101. 91 35589. 0.817 0.116 0.00 16405. 2.44 101.94 36082. 0.828 0.120 0.00 16447. 2.54 102.04 37733. 0.866 0.136 0.00 16586. 2.64 102.14 39399. 0.904 0.149 0.00 16725. 2.74 102.24 41078. 0.943 0.161 0.00 16864. 2.84 102.34 42771. 0.982 0.171 0.00 17004. 2.94 102.44 44479. 1. 021 0.181 0.00 17144. 3.04 102.54 46200. 1.061 0.190 0.00 17284. 3.14 102.64 47936. 1.100 0.199 0.00 17425. 3.15 102.65 48110. 1.104 0.200 0.00 17439. 3.19 102.69 48809. 1.120 0.207 0.00 17495. 3.24 102.74 49685. 1.141 0.216 0.00 17566. 3.28 102. 78 50389. 1.157 0.226 0.00 17622. 3.33 102.83 51272. 1.177 0.235 0.00 17693. 3.37 102.87 51981. 1.193 0.244 0.00 17750. 3.41 102.91 52692. 1.210 0.254 0.00 17806. 3.46 102.96 53584. 1.230 0.265 0.00 17877. 3.50 103.00 54300. 1.247 0.278 0.00 17934. 3.60 103.10 56101. 1. 288 0. 747 0.00 18076. 3.70 103.20 57 915. 1. 330 1.600 0.00 18219. 3.80 103.30 59744. 1. 372 2.700 o.oo 18361. 3.90 103.40 61588. 1. 414 4.000 0.00 18505. 4.00 103.50 63445. 1. 457 5.480 0.00 18648. 4.10 103.60 65317. 1.499 6.910 0.00 18792. 4.20 103.70 67204. 1.543 7.440 0.00 18936. 4.30 103.80 69105. 1. 586 7.940 0.00 19080. 4.40 103.90 71020. 1. 630 8.410 0.00 19225. 4.50 104.00 72950. 1.675 8.850 0.00 19370. 4.60 104.10 74894. 1. 719 9.270 0.00 19515. 4.70 104.20 76853. 1. 764 9.670 0.00 19661. 4.80 104.30 78826. 1. 810 10.060 0.00 19807. 4.90 104.40 80814. 1. 855 10.430 0.00 19953. 5.00 104.50 82817. 1. 901 10.790 0.00 20100. 5.10 104.60 84834. 1. 948 11.140 0.00 20247. 5.20 104. 70 86866. 1. 994 11.470 0.00 20394. 5. 30 104.80 88913. 2.041 11.800 0.00 20542. 5.40 104.90 90974. 2.088 12.120 0.00 20690. 5.50 105.00 93051. 2 .136 12.420 0.00 20838. Hyd Inflow Outflow Peak Storage Target Cale Stage Elev (Cu-Ft) (Ac-Ft) 1 1. 55 0.35 0.33 3.51 103.01 2 0.76 ******* 0.22 3.24 102.74 3 0.91 ******* 0.18 2.95 102.45 4 0.76 ******* 0.17 2.84 102.34 5 0.80 ******* 0.11 2.40 101.90 6 0.47 ******* 0.06 2.18 101.68 7 0.61 ******* 0.05 1.95 101. 45 8 0.64 ******* 0.04 1.29 100.79 Route Time Series through Facility Inflow Time Series File:11706wdev.tsf Outflow Time Seri.es File:11706wrdout Inflow/Outflow Analysis Peak Inflow Discharge: 1.55 Peak Outflow Discharge: 0.325 Peak Reservoir Stage: 3.51 Peak Reservoir Elev: 103.01 Peak Reservoir Storage: 54482. 1.251 Flow Frequency Analysis Time Series File:11706wrdout.tsf Project Location:Sea-Tac CFS at CFS at Ft Ft Cu-Ft Ac-Ft 54482. 1.251 49745. 1.142 44 613. 1.024 42737. 0.981 35380. 0.812 31920. 0. 733 28201. 0.647 18008. 0.413 6:00 on Jan 9 in Year 8 12:00 on Jan 9 in Year 8 ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak --Peaks --Rank Return Prob (CFS) (CFS) (ft) Period 0.228 2 2/09/01 21:00 0.325 3.51 1 100.00 0.990 0.055 7 1/07/02 4:00 0.228 3.29 2 25.00 0.960 0.182 3 3/06/03 22:00 0.182 2.95 3 10.00 0.900 0.045 8 8/26/04 8:00 0 .171 2.84 4 5.00 0.800 0.058 6 1/08/05 5:00 0 .110 2.40 5 3.00 0.667 0 .110 5 1/19/06 2: 00 0.058 2.18 6 2.00 0.500 0.171 4 11/24/06 9:00 0.055 l. 98 7 1. 30 0.231 0.325 1 1/09/08 12:00 0.045 1. 29 8 1.10 0.091 Computed Peaks 0.293 3.50 50.00 0.980 Flow Duration from Time Series File:11706wrdout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS % % % 0.003 30356 49.504 49.504 50.496 0.505E+OO 0.010 5690 9.279 58.783 41. 217 0. 412E+OO 0.016 6414 10.460 69.243 30.757 0. 308E+OO 0.022 4775 7.787 77.030 22.970 0.230E+OO 0.029 4168 6.797 83.827 16.173 0.162E+00 0.035 3918 6. 389 90.217 9.783 0.978E-01 0.042 2029 3.309 93.526 6.474 0.647E-01 0.048 1546 2.521 96.047 3.953 0.395E-01 0.054 1339 2.184 98.231 1.769 0.177E-01 0.061 700 1.142 99.372 0.628 0.628E-02 0.067 53 0.086 99.459 0.541 0.541E-02 0.073 27 0.044 99.503 0.497 0.497E-02 0.080 23 0.038 99.540 0.460 0.460E-02 0.086 28 0.046 99.586 0.414 0.414E-02 0.093 23 0.038 99.623 0.377 0.377E-02 0.099 12 0.020 99.643 0.357 0.357E-02 0.105 11 0.018 99.661 0.339 0.339E-02 0 .112 12 0.020 99.680 0.320 0.320E-02 0 .118 23 0.038 99.718 0.282 0.282E-02 0.125 23 0.038 99.755 0.245 0.245E-02 0.131 18 0.029 99.785 0.215 0.215E-02 0.137 13 0.021 99.806 0.194 0.194E-02 0.144 10 0.016 99.822 0.178 0.178E-02 0.150 12 0.020 99.842 0.158 0.158E-02 0.156 13 0.021 99.863 0.137 0.137E-02 0.163 10 0.016 99.879 0.121 0.121E-02 0.169 16 0.026 99.905 0.095 0.946E-03 0.176 13 0.021 99.927 0.073 0.734E-03 0.182 11 0.018 99.945 0.055 0.554E-03 0.188 8 0.013 99.958 0.042 0.424E-03 0.195 10 0.016 99. 9'74 0.026 0.261E-03 0.201. 0 0.008 99.982 0.018 0.179E-03 0.208 1 0.002 99.984 0.016 0.163E-03 0.214 3 0.005 99.989 0. 011 0.114E-03 0.220 2 0.003 99.992 0.008 0.815E-04 0 .227 3 0.005 99.997 0.003 0.326E-04 ---------------------------------- Route Time Series through Facility Inflow Time Series File:11706wdev.tsf Outflow Time Series File:11706wrdout Inflow/Outflow Analysis Peak Inflow Discharge: 1.55 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.325 CFS at 12:00 on Jan 9 in Year 8 Peak Reservoir Stage: 3.51 Ft Peak Reservoir Elev: 103.01 Ft Peak Reservoir Storage: 54482. Cu-Ft 1.251 Ac-Ft Flow Frequency Analysis Time Series File:11706wrdout.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak --Peaks --Rank Return Prob (CFS) (CFS) (ft) Period 0.228 2 2/09/01 21:00 0.325 3.51 1 100.00 0.990 0.055 7 1/07 /02 4:00 0.228 3.29 2 25.00 0.960 0 .182 3 3/06/03 22:00 0.182 2.95 3 10.00 0.900 0.045 8 8/26/04 8:00 0 .171 2.84 4 5.00 0.800 0.058 6 1/08/05 5:00 0.110 2.40 5 3.00 0.667 0 .110 5 1/19/06 2:00 0.058 2.18 6 2.00 0.500 0.171 4 11/24/06 9:00 0.055 1.98 7 1.30 0.231 0.325 1 1/09/08 12:00 0.045 1.29 8 1.10 0.091 Computed Peaks 0. 293 3.50 50.00 0.980 Flow Duration from Time Series File:11706wrdout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS % % % 0.003 30356 49.504 49.504 50.496 0.505E+OO 0.010 5690 9.279 58.783 41. 217 0.412E+OO 0.016 6414 10.460 69.243 30.757 0.308E+OO 0.022 4775 7.787 77. 030 22.970 0.230E+00 0.029 4168 6.797 83.827 16.173 0.162E+00 0.035 3918 6.389 90.217 9.783 0.978E-01 0.042 2029 3.309 93.526 6.474 0.647E-01 0.048 1546 2.521 96.047 3.953 0.395E-01 0.054 1339 2.184 98.231 1.769 0.177E-01 0.061 700 1.142 99.372 0.628 0.628E-02 0.067 53 0.086 99.459 0.541 0.541E-02 0.073 27 0.044 99.503 0.497 0.497E-02 0.080 23 0.038 99.540 0.460 0.460E-02 0.086 28 0.046 99.586 0.414 0.414E-02 0.093 23 0.038 99.623 0. 377 0.377E-02 0.099 12 0.020 99.643 0.357 0.357E-02 0.105 11 0.018 99.661 0.339 0.339E-02 0.112 12 0.020 99.680 0.320 0.320E-02 0.118 23 0.038 99.718 0 .282 0.282E-02 0.125 23 0.038 99.755 0 .245 0.245E-02 0.131 18 0.029 99.785 0.215 0.215E-02 0.137 13 0.021 99.806 0.194 0.194E-02 0.144 10 0.016 99.822 0 .178 0.178E-02 0.150 12 0.020 99.842 0.158 0.158E-02 0.156 13 0.021 99.863 0 .137 0.137E-02 0.163 10 0.016 99.879 0.121 0.121E-02 0.169 16 0.026 99.905 0.095 0.946E-03 0.176 13 0.021 99.927 0.073 0.734E-03 0.182 11 0.018 99.945 0.055 0.554E-03 0.188 8 0.013 99.958 0.042 0.424E-03 0.195 10 0.016 99.974 0.026 0. 261E-03 0.201 5 0.008 99.982 0.018 0.179E-03 0.208 1 0.002 99.984 0.016 0.163E-03 0.214 3 0.005 99.989 0. 011 0.114E-03 0.220 2 0.003 99.992 0.008 0.815E-04 0.227 3 0.005 99.997 0.003 0.326E-04 ---------------------------------- Route Time Series through Facility Inflow Time Series File:11706wdev.tsf Outflow Time Series File:11706wrdout Inflow/Outflow Analysis Peak Inflow Discharge: 1. 55 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.325 CFS at 12:00 on Jan 9 in Year 8 Peak Reservoir Stage: 3.51 Ft Peak Reservoir Elev: 103.01 Ft Peak Reservoir Storage: 54482. Cu-Ft 1.251 Ac-Ft Flow Frequency Analysis Time Series File:11706wrdout.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak --Peaks --Rank Return Prob (CFS) (CFS) (ft) Period 0.228 2 2/09/01 21:00 0.325 3.51 1 100.00 0.990 0.055 7 1/07/02 4:00 0.228 3.29 2 25.00 0.960 0.182 3 3/06/03 22:00 0.182 2.95 3 10.00 0.900 0.045 8 8/26/04 8:00 0 .171 2.84 4 5.00 0.800 0.058 6 1/08/05 5:00 0 .110 2.40 5 3.00 0.667 0 .110 5 1/19/06 2:00 0.058 2.18 6 2.00 0.500 0.171 4 11/24/06 9:00 0.055 1. 98 7 1. 30 0.231 0.325 1 1/09/08 12:00 0.045 1. 29 8 1.10 0.091 Computed Peaks 0.293 3.50 50.00 0.980 Flow Duration from Time Series File:11706wrdout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS % % % 0.003 30356 49.504 49.504 50.496 0.505E+OO 0.010 5690 9.279 58.783 41. 217 0.412E+OO 0.016 6414 10.460 69.243 30.757 0.308E+OO 0.022 4775 7.787 77. 030 22.970 0.230E+OO 0.029 4168 6.797 83.827 16.173 0.162E+00 0.035 3918 6.389 90.217 9.783 0.978E-01 0.042 2029 3.309 93.526 6.474 0.647E-01 0.048 1546 2.521 96.047 3.953 0.395E-01 0.054 1339 2.184 98.231 1. 769 0.177E-01 0.061 700 1.142 99.372 0. 628 0.628E-02 0.067 53 0.086 99.459 0.541 0.541E-02 0.073 27 0.044 99.503 0.497 0.497E-02 0.080 23 0.038 99.540 0.460 0.460E-02 0.086 28 0.046 99.586 0.414 0.414E-02 0.093 23 0.038 99.623 0.377 0.377E-02 0.099 12 0.020 99.643 0.357 0.357E-02 0.105 11 0.018 99.661 0.339 0.339E-02 0 .112 12 0.020 99.680 0.320 0.320E-02 0 .118 23 0.038 99. 718 0.282 0.282E-02 0.125 23 0.038 99.755 0.245 0.245E-02 0.131 18 0.029 99.785 0.215 0.215E-02 0.137 13 0.021 99.806 0.194 0.194E-02 0.144 10 0.016 99.822 0 .178 0.178E-02 0.150 12 0.020 99.842 0.158 0.158E-02 0.156 13 0.021 99.863 0.137 0 .137E-02 0.163 10 0.016 99.879 0.121 0.121E-02 0.169 16 0.026 99.905 0.095 0.946E-03 0.176 13 0.021 99.927 0.073 0.734E-03 0.182 11 0.018 99.945 0.055 0.554E-03 0.188 8 0.013 99.958 0.042 0.424E-03 0.195 10 0.016 99.974 0. 026 0.261E-03 0.201 5 0.008 99.982 0.018 0.179E-03 0.208 1 0.002 99.984 0.016 0.163E-03 0.214 3 0.005 99.989 0. 011 0 .114E-03 0.220 2 0.003 99.992 0.008 0.815E-04 0.227 3 0.005 99.997 0.003 0.326E-04 Duration Comparison Anaylsis Base File: 11706wpre. tsf New File: 11706wrdout. tsf Cutoff Units: Discharge in CFS -----Fraction of Time--------------Check of Tolerance------- Cutoff Base New %Change Probability Base 0.059 0.95E-02 0.68E-02 -28.5 I 0.95E-02 0.059 0.076 0.63E-02 0.48E-02 -24.0 I 0.63E-02 0. 076 0 .092 0.50E-02 0.38E-02 -22.7 I 0.50E-02 0.092 0.108 0. 37E-02 0.33E-02 -10.1 I 0.37E-02 0.108 0.124 0.28E-02 0.24E-02 -13.8 I 0.28E-02 0.124 0.140 0.22E-02 0.19E-02 -15.4 I 0.22E-02 0.140 0.157 0.15E-02 0.14E-02 -9.8 I 0.15E-02 0.157 0.173 0.lOE-02 0.80E-03 -21. 0 I O.lOE-02 0.173 0.189 0.62E-03 0.39E-03 -36.8 I 0.62E-03 0.189 0.205 0.34E-03 0.16E-03 -52.4 I 0.34E-03 0.205 0.222 0.21E-03 0.65E-04 -69.2 I 0.21E-03 0.222 0.238 0.16E-03 O.OOE+OO -100.0 I 0.16E-03 0.238 0. 254 0. llE-03 O.OOE+OO -100.0 I 0. llE-03 0.254 0.270 0.16E-04 0.00E+OO -100.0 I 0.16E-04 0.270 There is no positive excursion Maximum negative excursion= 0.019 cfs (-22.9%) occurring at 0.083 cfs on the Base Data:11706wpre.tsf and at 0.064 cfs on the New Data:11706wrdout.tsf New %Change 0.057 -3.1 0.060 -20.0 0.074 -19.6 0.094 -12.6 0.118 -5.1 0.129 -8.1 0.152 -2.9 0.168 -3.1 0.180 -4.6 0.192 -6.7 0.200 -9.8 0.208 -12.6 0.215 -15.4 0.228 -15.8 Flow Duration from Time Series File:11706wpre.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS % % % 0.060 60737 99.049 99.049 0.951 0.951E-02 0.067 118 0.192 99.242 0.758 0.758E-02 0.075 72 0.117 99.359 0.641 0.641E-02 0.082 41 0.067 99.426 0.574 0.574E-02 0.090 40 0.065 99.491 0.509 0.509E-02 0.097 36 0.059 99.550 0.450 0.450E-02 0.105 36 0.059 99.609 0.391 0.391E-02 0.112 28 0.046 99.654 0.346 0.346E-02 0.120 23 0.038 99. 692 0.308 0.308E-02 0.127 22 0.036 99.728 0.272 0. 272E-02 0 .134 16 0.026 99.754 0.246 0.246E-02 0.142 18 0.029 99.783 0 .217 0.217E-02 0.149 24 0.039 99.822 0.178 0.178E-02 0.157 19 0.031 99.853 0.147 0.147E-02 0.164 12 0.020 99.873 0.127 0.127E-02 0.172 15 0.024 99.897 0.103 0.103E-02 0.179 12 0.020 99.917 0.083 0.832E-03 0.187 10 0.016 99.933 0.067 0.669E-03 0.194 9 0.015 99.948 0.052 0.522E-03 0.202 9 0.015 99.962 0.038 0.375E-03 0.209 5 0.008 99. 971 0.029 0.294E-03 0.217 2 0.003 99.974 0.026 0.261E-03 0.224 3 0.005 99.979 0.021 0.212E-03 0.232 2 0.003 99.982 0.018 0.179E-03 0.239 1 0.002 99.984 0.016 0.163E-03 0.247 1 0.002 99.985 0.015 0.147E-03 0.254 4 0.007 99.992 0.008 0.815E-04 0.262 3 0.005 99.997 0.003 0.326E-04 0.269 1 0.002 99.998 0.002 0.163E-04 0.277 1 0. 002 100.000 0.000 O.OOOE+OO 0.284 0 0.000 100.000 0.000 0. OOOE+OO 0.292 0 0.000 100.000 0.000 O.OOOE+OO 0.299 0 0.000 100.000 0.000 O.OOOE+OO 0.307 0 0.000 100.000 0.000 O.OOOE+OO 0.314 0 0.000 100.000 0.000 O.OOOE+OO 0.322 0 0.000 100.000 0.000 O.OOOE+OO Flow Duration from Time Series File:11706wrdout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS % % % 0.003 30356 49.504 49.504 50.496 0.505E+00 0.010 5690 9.279 58.783 41. 217 0.412E+OO 0.016 6414 10.460 69.243 30.757 0.308E+OO 0.022 4775 7.787 77.030 22.970 0.230E+00 0.029 4168 6.797 83.827 16.173 0.162E+OO 0.035 3918 6.389 90.217 9.783 0.978E-01 0.042 2029 3.309 93.526 6.474 0.647E-01 0.048 1546 2.521 96.047 3.953 0.395E-01 0.054 1339 2.184 98. 231 1.769 0.177E-01 0.061 700 1.142 99.372 0.628 0.628E-02 0.067 53 0.086 99.459 0.541 0.541E-02 0.073 27 0.044 99.503 0.497 0.497E-02 0.080 23 0.038 99.540 0.460 0.460E-02 0.086 28 0.046 99.586 0.414 0.414E-02 0.093 23 0.038 99.623 0.377 0.377E-02 0.099 12 0.020 99.643 0.357 0.357E-02 0.105 11 0.018 99.661 0.339 0.339E-02 0.112 12 0.020 99.680 0.320 0.320E-02 0.118 23 0.038 99. 718 0.282 0.282E-02 0.125 23 0.038 99.755 0.245 0.245E-02 0.131 18 0.029 99.785 o. 215 0.215E-02 0 .137 13 0.021 99.806 0.194 0.194E-02 0.144 10 0.016 99.822 0.178 0.178E-02 0.150 12 0.020 99.842 0.158 0.158E-02 0.156 13 0 .021 99.863 0 .137 0 .137E-02 0.163 10 0.016 99.879 0.121 0.121E-02 0 .169 16 0.026 99.905 0.095 0.946E-03 0.176 13 0.021 99.927 0.073 0.734E-03 0.182 11 0.018 99.945 0.055 0.554E-03 0.188 8 0. 013 99.958 0.042 0.424E-03 0.195 10 0.016 99.974 0.026 0.261E-03 0.201 5 0.008 99.982 0.018 0.179E-03 0.208 1 0.002 99.984 0.016 0.163E-03 0.214 3 0.005 99.989 0. 011 0.114E-03 0.220 2 0.003 99.992 0.008 0.815E-04 0.227 3 0.005 99.997 0.003 0.326E-04 Duration Comparison Anaylsis Base File: 11706wpre.tsf New File: 11706wrdout.tsf Cutoff Units: Discharge in CFS Cutoff 0.059 0.076 0.092 0.108 0.124 0.140 0.157 0.173 0.189 0.205 0.222 0.238 0.254 0.270 -----Fraction of Time--------------Check of Tolerance------- Base New %Change Probability Base New %Change 0.95E-02 0.68E-02 -28.5 I 0.95E-02 0.059 0.057 -3.1 0.63E-02 0.48E-02 -24.0 j 0.63E-02 0.076 0.060 -20.0 0.50E-02 0.38E-02 -22.7 I 0.50E-02 0.092 0.074 -19.6 0.37E-02 0.33E-02 -10.1 I 0.37E-02 0.108 0.094 -12.6 0.28E-02 0.24E-02 -13.8 I 0.28E-02 0.124 0.118 -5.1 0.22E-02 0.19E-02 -15.4 I 0.22E-02 0.140 0.129 -8.1 0.15E-02 0.14E-02 -9.8 I 0.15E-02 0.157 0.152 -2.9 O.lOE-02 0.80E-03 -21.0 I O.lOE-02 0.173 0.168 -3.1 0.62E-03 0.39E-03 -36.8 j 0.62E-03 0.189 0.180 -4.6 0.34E-03 0.16E-03 -52.4 j 0.34E-03 0.205 0.192 -6.7 0.21E-03 0.65E-04 -69.2 I 0.21E-03 0.222 0.200 -9.8 0.16E-03 O.OOE+OO -100.0 j 0.16E-03 0.238 0.208 -12.6 O.llE-03 O.OOE+OO -100.0 I O.llE-03 0.254 0.215 -15.4 0.16E-04 O.OOE+OO -100.0 j 0.16E-04 0.270 0.228 -15.8 There is no positive excursion Maximum negative excursion= 0.019 cfs (-22.9%) occurring at 0.083 cfs on the Base Data:11706wpre.tsf and at 0.064 cfs on the New Data:11706wrdout.tsf