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LUA-08-012_Report 1
References: 2007 land cove r imagery for de tailed topographi c maps o f the Uni ted Slates. T he land cover i ma gery is sea mless , scanned ln1ilge s of USGS pape r topographic ma ps. Notes: 1. The locations of alileatures shown arc ap proximate . 2 This drawing is IOf inloma~on purposes. II is intended 10 assist in shOWi ng features discussed in an a ttached document. GeoEngineers. Inc. cannOI guara ntee lne accuracy and content o f electronic files . The master fi le is stored by GooEngincrm;, Inr. anti will serve as the official racord of this corrmunication. 3. II is un~wlullO copy Of re produce all or a ny part thcrC'Of. wncl hcr for pOfsonal use 01 Ar ea of Investigation Tal bot Hill to Beverly Pa rk Tr ansmissi on Li ne s 6,0 00 o 6,000 -----Feet Neighborhood Detail Map Talbot Hill -Beverl y Park ADSS Fib e r Optic Project Renton, Wa s hington GEoENGINEERS CJ Figure 1 Re ferences : 2007 land cover imagery for detailed topog raph ic maps of t he Unite d Stales. Th e la nd cover image ry is se a ml ess, scanned Images of USGS paper topogra phic map s. Notes ' 1 Th e loca tIOns 01 all feat ures shown are appro x imate 2 Th is dr3'Nin g is fOf infomation purposes . II is intende d to assist In sh OWing l eat ures di sc ussed in an attache d document GeoEng ln eers, In c. can not guara ntee the acc uro cy and coo l ent of electrOI"llC Illes. The ma slet" fil e IS st o red by GooEng ln ccrs Inc and w II serve as Ihe offiCI al reco rd of th iS c omm unicatio n 3 It 15 unlawful to copy o r reprod uce a ll o r a ny part thereof, lVh e thCl 'or pcrsonal use Of I, Talb ot Hill to Be verly Park Transm ission Li nes 6 ,0 00 o 6 ,0 00 - ---- Feet Vicinity Map Talbot Hill -Beverly Park ADSS Fiber Optic Project Renton, Washington GEoENGINEERS Q Figure 1 '" o o N .,; '" ~ a. (;tj, 0 0 • Deli neat ed Wet land A reas Pol e s Wetland Buffer (25 feet) • Rep lace Structure Sample Plot • Good Wetla nd Flag Ex isti ng Access Roads .c " I R,,(e,e",oe s Ae ri al phOto from USGS (EOG Ortho Ur ban , 2005) a... Notes I 1 The locahon s cI all features shown are approxima:e o 2. ThiS drawing IS for IIlfomallon plXposes It is Intended to assist In show in g feature s N w®' 150 o 150 - ---- Feet s Wetland Delineation & Buffer Map Talbot Hill -Be v erl y Park ADSS Fiber Optic Project Rent o n , W ashington 0::: discu ssed in an attached document GeoEngineers, Inc cannot guaranle!! In c acculil cy CJ o ald con tent of ~eclronic files The master fil e IS stored by GeoE ng in e e's , Inc and w il G EO ENG I NEE R sJd 511: serve as the offiCial record of thiS communICation ~ 3, It is unlawful 10 copy olleproduce all or any pa rt thereof, whether fo r pe (~o n3 1 use:ll Figure 2 O C'~':~~":·~W~"~h'~~~~~'~m~":'~o~" ______________________________________ ~C-______ -=================================~==============~ Area of Investigation Talbot Hill to Beverly Park Transm issi on Li ne s r'ZZi Nati ona l Wetlands Inven tory Data -I 1_ City of Renton PSSC Palustnne. Scrub-Shrub. Seasona Hy Floo.:lcd R3UBH RIV€(lne , Upper PereMlal , Unoonso~dated Bottom . Permanendy Flooded References. ESRI Data & Maps, Street Maps 2005. Draft NWI data fro m Un ited States Fish and Wild li fe . U S . topograph ic map from Nati ona l Geog raphic Survey (obtained October 2007) Not es : 1 The loca t IO ns of all features shown are appro)(rn ate . 2 thiS drawing IS for In fo m a~on purposes. It is intended to assist in sh ewin g foa tures dlscusse<l ln an attached document. GeoEnglneers, tnc. cannot guarant e!:! t ~,e accul1lcy a"l d COf'Il ent of electronic files The master f ile IS stored by GeoEnglneers. Inc and will seNe as the official record of thiS comm unication 3 II is unla wful to copy or reproduce all or any part thereof. whether for persona l use or resale with out permission 1,000 o 1 ,0 00 -----Feet National Wetlands Inventory Map Talbot Hill -Be verl y Park ADSS Fiber Optic Project Renton , Washington GEoENGINE ERS Q Figure 3 • Talb ot-Lakeside Po les (010308) Area of Investigation Talbot Hill to Beverly Park T ransmission Line s D Soi l Boundary -I 1_ City of Renton References: ESRI Data & Maps, Street Maps 2005. Draft Soils data f rom NRCS. U .S. topographic m ap from National Geographic Survey (obtained October 2007). Notes 1 The locations of all features shown are approl(imate 2. This drawing IS for Inlomatlon PIXPOseS. It IS Intended to assist in sh owing fea:ures discussed In an attached docume nt GeoEngineers tnc cannot guara ntee the accuracy and content 01 electronic files_ The mastef file is stored by GeoEngrnee rs Inc and Will serve as the oflic.al record of this communlCall00 . 3_ il lS unlawful to copy or reprod uce all or any parI thereof. whethef fe r pe'sonai use cr resale, Without permissIO n • • Arne = Arents, Alderwood material, 6-15% slopes InC = I ndianola loamy fi ne sand, 4·15% slopes Age = Alderwood gravelly sandy loam , 6·15% slopes Py = Pu yallup fine sandy loam Eve = Everett gravelly sandy loam, 5·15% slopes PITS = Pits An = Arents. Eve rett matenal AkF = Al derwood and Kitsap soi ls, very sleep 1,000 o 1,000 -----Fee t Soils Survey Map Talbot Hill -Beverly Park ADSS Fiber Optic Project Renton , Washington GEoENGINEERS Q Figure 4 SE 3RD ST PSE Structures DI'bI8SIOnIgoO -1~Lt>e .~, .".-.-- Bas e Data _5, .. -. -. GEl Field Sket ches ••••• Aa.es.s Roacs · T~ Stream Buffer (feet) Potential Wetlands buffer (feel) -• Ac<;""", Roads · EXlslifl9 CJ 35 L -...... 25 --Projec t AAla Streams 0 75 [-~ 50 ~ Pl:ill!nbal WellatlC8 0 100 ~ ErosIOn Hazard o LandsI";1e Hazat'd Critical Areas o PlLEATED WOOOPECK ER D King Co Shorel."," ManaQllmen l M~stor Program CJ RlPARlN-IlOtES D I<Jny Co Coal Mille Hazwds _ URBAN NATURAL OPEN SPACC 0 KIng Co L'quef3dlor'l Hazards _ WATERFOWl CONCENTRATIONS 0 Kmg Co Ero""ln HIv",ds rz:a \'.€fl..IV>JOS _ KJIlg Co L 3I'ldsioo Hazards !:S29 Flood:>'",n o NatIOnal Henlilge PlWlt local;OOS 1. The locations'" all features s.nown arc approx,ma l" 2. Th,s drilW1ng la 10' 'nfomaIJOI'I ~rpos.es II il inh,nded t:> a,$~st in showing 18II1 .... es d !ICussed '" an aUact\od OOrumB'" GeoEng neers, Inc. call "" It.. IICwracy and eon!cnlill electn>nic flies ne ma$ler ft !eis stored by G80Eng"'"IS, Inc. and will serve 8S the dfIoal reOOld 0Ih th is , Seal! ... ~ N 400 o 40 0 - ----W~b 'W7 Feet S 1"'\ '" 0:> Site Plan Supplemental .;, Talbot Hill -Beverly Park ADSS Fiber Optic Project , GEoENGINEERS Q FIGURE 1 t -""'" ...... Base Data Notes: ..... ~ Roads· Temoorary Strea m B uffer (fee l ) Po ten t ia l W etlan d s buffe r (fe e t ) -• A.ccess Roads· E ... tng 0 35 L -.J 25 --ProjectAroaSlTcams D 75 L -:. 50 I::i::] Poten tlat Wetlan~s D 100 tzZJ Erosio n H"""ro o Landsl ide H~ard C ritica l Areas o PlLEATED WOODPECKER D Krng Co Shor .. """ Manage.-nt Master Program D RIPARIAN ZOI'£S D Krng Co Goal Mille Hazards _ URBAN NATURAL OPEN SPACC 0 KIng Co LlqueradlOl'1 Hazards _ WATERFOWL CO N CENTRATIONS 0 KIng Co EmSKIn Hazards rz::a i~n..N·mS _ KIng Go Lands~de Halards ~Fk.loc~aln D NaILnn'" Hofita9'l PIRnt Locatim s 1 The locatlCO'1s oIa l reatures shown are approl'.ima!C 2. This dra"'mg is Icr i nfomatlon purpoS05. It is Inlenooo to <I5515t in showing matures ois.cl.lSso~ in an a Hacl1t1d OO<;umenl. GeoEnglneers, Inc. can nol the acaJracy ano content of e loclronlC ~les. The master ~Ies stared by GooEng neers, Inc. anc! WIll serve as tr.e off.oat reo::on:l oth tm s Sea n N 40 0 o 400 - ----\v ~E W Feet Site Plan Supplemental Talbot Hill -Beverly Park ADSS Fiber Optic Project S GEoENGINEERS Q FIGURE 2 -T",o"""$$i<;Nl Linc • "'Is, • Replace .Il0011_ ----e -- ••••• Access Roads· Tempco'ary Stream Buffer (feet) Potential Wetlands buffer (feet) -• Access Roads · bJ>;tng D 35 L -.J 25 --Pro,9CtAre" St<8Rms 075 L -j 50 u:::J Potent",1 Wetlands 0 100 (ZZJ ErosIOn H=ro c:=J Land>llioo H"Z ... d Critical Areas o PlLEATED WOODPECKER D )(ong Co Shoroline Management Ma \.lo r PfQlYam o RIPARIAN ZOJ\ES D Klng Co Coal Mone Haz3i~ _ URBAN NN URAL OPEN SPACE CJ )("'11 Co L,quefad,[J<'I H8~ards _ WATERFOWL CONCENTRAnONS D I<Jng Co Ero,..,n Hazards [Z:;a WETlANDS _ I<Jng Co Landshde Hazard s ~F100dpli1in o NallOnal Henlage P,anl LocaO[J<'l. Sh""" are app<ox,ma te It 's ,nte.nd9d \0 MSO"I '" "1>ooo.ing fAA I"res di sc ussed tn an att ached document GeoEng,ne ttr!;, Inc. can nol files n,e mas ter r,lsis 8lOf<ilC by CooEng,noors, Inc. and will selVa as lhe ottioal record oth th,. .",~ Seatl N 400 o 400 - ----W~E W Feet Site Plan Supplemental Talbot Hill -Beverly Park ADSS Fiber Optic Project S GEoENGINEERS CJ FIGURE 3 []-. [],.., ..... .-.... ••••• Aoeaa RoaIts· Temp0"3ry St rea m Buffer (feet) Potential Wetlands buffer (feet ) -·AcceH~·ElDS~"9 0 35 L -... 25 --Prqecr MIa SlTeams 0 7S L -... :;0 W PoI8rtIAI W8Ilanns 0 100 e:zJ Er05lon ~m o Land$j,,:lo Hazard Critical Areas D PlLEATEO WOOOPECKER D KII"II Co Shor&'M Ma"'9'menl """!lief PlOl1l1m o RIPARIAN ZOtES D KIng Co Coal MI,,,. Haz ... ds _ LRBAN N ATURAL OPEN SPAce D Ktng Co Uquel3dlO'1 Hazards _ WATERFOWL CQt.ICENTAATIQNS 0 Krng Co ("'5IOn Ha>:wds [Z'2l WETLNlOS _ !(jog Co LRndsin" Hazards ES29 Flooo:lplain D Natoo nal H 8I'l!agfl P1Mlloca~""B fA al iltaturl!lS """"'" ar~ BP:I!'O !OfTlilte ,. . II is irnondecl lo ;asSl51 WI ""OWIng faat .. n discuned ," an alUlcnad do<.::omern Geo er.g,-.. Inc:. c.n rot 01 ~eclroruc; Illes. Tile maSla, fhos SI"red tl)I GtiIOEng.neers. Inc And w.l1 ~" as tt>ot oIfiolll rectJfU oIn tus .aqUI ",," N 40 0 o 400 - ----W~E ~ Feet Site Plan Supplemental Talbot Hill -Beverly Park ADSS Fiber Optic Project S GEoENGINEERS CJ FIGURE 4 1 :,:: __ · . ""'--_ .... i ""'--[-1----I ~::~;:' ~."~~:' ___ (1'Mt1 I;:::: 1 2§~_~~ • _ .. _rrN""'.Oi)'o()f~T""'""," iW W(~ ~-----0_<:0 ____ ........., • I!I!I .... c.COO' .............. ... ""--.............. ",._--_ .... Q..-- B.lHD ... SE8TH PL ~--0 - o-~- e -· .'-- .1 ,,'-- ezJ -...,--0 ,_ ........ Feel . I I Site Plan Supplemental I~-L-~~~~ ~-Jit-" ,-, l' ____ ~T~a~l bo~t ~H~iII::-~B=e",v~e;r~I Y~Plal"r.':k~=~l 1'"-ADSS Fiber Opt ic Project ({) FIGURE 1 , GEOENGINEERS ! d ~~~~:;~~~~~,~,~§.~::.§~:..-. ___ I_I ~ __ bu~"I_1 D-___ "---.. L ... ~ 0 .... -... -__ ,;.,..... ~: L-.. !C '--""" 1l2l"""",'- "0 .......... <DO ". 0..-- e ... " ....... Site Plan Supplemental e_ -- .... 0 .. __ , ___ .. __ ltMQ_W_lIo.o_t""1 __ E_ .... --:1 .. l-.. '" ----~ J " L-.. '" " .. '--""--GJ....-- e..ie .......... J """"'tO"'lOliK~ 0 .... "" ___ "" .... =:J -lQ><I:$ :::::::l.,..""cooo _ .... _ _..-.... ~OO</'oSE'OCt _ .... eo ......-... '""" _""'~_ooo.::....,.."."... ~_co&o __ .... ,; ..... __ __co ........ _ .";'.,-... _--......... _. o ... , ... Site Plan Supp lementa l Talbot Hill -Beverly Park ADSS Fi ber Optic Project GEoENGINEERS t:J I FIGURE3 0- 0-- e _ .... 00. __ .T ___ I_,_I __ WII .. <_1 --.~ L-.. " -__ ........ ---'", L-.. '" Ct~",~"... .. ----'''"-''''00'''"''''''''''''''''' ° <lngc. _____ .... ....::J --"""". ::::l<lno"""""' __ _ .. ..-.... ~"""'""""'" _ .... "",..-... ,..., __ rt:_~_"""'" ------l _""&>__ .o") ... 1I.HO!' _ .... COl __ -~".----..-, .-~ " Site Plan Supplemental Tal bot Hill -Beverly Park ADSS Fibe r Opti c Project GEOENGINEERS Q ~J' t~UC>il';~~OS ... ; l_LI ::'1j) fFv~~~ __ '~ ,J; T AGE BFiO,]" j ;. I : ,I '~, , ~ -".-' ~~i-' , --' r' '.; f ;1' ,.; \'-+'ji h ' L _ J ~f V~h:l Y rA~K ~,(JE:lC; -ji,TIOt\ " " " -, '. II _11·j )~,~2~~ ___ ":'1;": ,';,. :"':'!'..~_~,:::~,l;.,~ .'::!.':.~~:ci~~'---'-"-'!'--'-, '.:~ 0_~~ "~~~~.L~_ , It> > , ~ '. '1:1 L .~.""' .. '. ' '''!! PUGET SOUND TALBOT HILL -BEVERLY PARK ENERGY ADSS FillER OPTIC PROJECT ~ VICINITY MAP ---:-;-/" -----:' i-W38 S{'MMH~1:'3r vITlLL! ISA~1""IAM:St---C'(h::OC,,-' T-mSI S"~\Mr-M1Sf ~PLLL! '2 1.. _ ~~T~_-=--L __ !~~~C~~.J'J!....... 3 ~t!~,I_..i_I!--,=,_~I'i~S,,-_ -LAKESJOI;: ·1_ r :1'14 lt~LG.Jr I1LL -----'---..,.....--l_~~.~~!q~ ~l 1 '-i ~ ~ ;1 I,. ~. ~ i:' i IT VI IULt.1 , ~)UBS A TION .1.,.-1:;. . i 1'-U \ L.~ f --;jj Jl.~: '. -.. - ~. ,'j - ,ii' .... -"-';,', I I'.' , SAIA\~AMI:)H 2>t...:[3S T A 1IO:-.J , . I '--,-11 -l • , '"' .. t A . ,-i~: ~ 1 -~-. ,;., "t "I __ U---,-H~,--,_'~ U(,lt:l IL'J.('_~ • -H • ~ "0"'"'' .,.; "~.. -, .'. " "T"';,,,",;,,'':''; ;,~·~·~·'~,:,_;r.-:· '" ;-';,,~~ ;.~ .. -.~.~. -:c:, ~~ ':~ J'r~ ,--, In I " I ( 4'" u~ I J' 1 ~; .~l ,I )i "." ;~ '-1' , i-I ~·I.I ,,~ . ~_l' 'i: ~~-_/ LAKOSlD[ SUB:'I AT!ON _C!I'{::;Ti':I!{ 11t)·\ nOll' :C:1tLi:.SlLJ..i.. ~ "'''';;',', .. " ',. "g';}.:-~ ,:,,' ",.0<, . ,,~ ~ .. ""'0 , , ", ,~, -~ , ,C,. ,HV.' ."C, '" ..e,' , __ .• ',' " ,,,,,,,,",,'E-- iAU9T HILL SUl~:::' ATION _,~F~ . "-,,", ' , -~"""''''''' . r"",.' ",,'" ...... _ .,,~ .", ".,0 ., nO .. ,~;~~-i-~ ;Et~ .-'!'J!' 1""'~ .-.<-.,,;~~,.- -.;,---:-~ ... - '.~-',-'--;;~-_7 ,",_;.c. E_ 0 .~~~':~~f~;~o~_ . -----i~~ 0'-- -'--":~,"-:i<' "f;:':':"-""--, -. TALBOT HILL -BEVERLY PARK FIBER OPTIC PROJECT VIC[NITY ~AP & DRAW INC LIST += j·:":"'f~~~~,4t"t~~ " -~-j-'~~ " c-~-,.', , I I-+-+-'-- , ':r I:.:~:~::.'I-I·I.: . ~'1""" ,: :I;:~ ~:~l1~~;~~:~' "i",I'f'*'o -~-I'_~"l-~~~ . , --,,' , ' i .+~ " ., ~'1~"_ :i :~ I~, ; ~ . !:' "~ i~ -.-.. "., '.; ,-"~----l' , -~. ~";~:::.;",,:,~.~~~ I -"._" 7 0 --,. -"-\-'J > \ -, " _ ..•. '...' ,. i -'~;U;-'~ ~,; ~.~G~'ii:~·i!i , ,,' .. 1, ,,' 'I, , I" : :1:1: " .~ -~ ," .~ ~!,- . ,.1 . •• ,1 '1--.'_ i w o ,[j II -.,~~ II -" , H ''''-': -- ---------------- ---.....----~ , ----' j '.:'.L~, --" '~:~'i~I.'.i": ~~.; ~ ~,', , ". 'I , _/~, 'I' 1'1 ! '"i • ~ .. \ L ~ I I, \ L, I 1 ) ---c/ I ! I I ~ (_." ,-- ! '''',,,'.".'' i . '. ,--I ,,:::: ;:,;;; "), '" .. " ,."., -.,,~, .- .-r: L ·1 ..•. ~ i , , , I I ;: i .! ~-. > ;gl-.~( V1 ".Ii f --I I ~ ,:' [ 1 :.: , ii'I' , , '1 '~--r=, , " , T . --~'~~, ,~; . ~ ~.~.~:~::/ l ! • • • • I ~~ :.?~ !~f '.~ ~~, II , , , , , 1 l I; iI' I' 'I, \ ~:ni~ , .. : I ! I ;~ ,~ -, ,--; , .~' References: 2007 land cover imagery fof detailed topographic maps of the United States. The land cover imagery is seamless, scanned images of USGS paper topographic maps. Notes: 1. The locations of all features shown are approximate. 2. This drawing is fa infomation purposes. It is intended to assist in showing features discussed in an attached document GeoEngineers, Inc. c~not guaranlee the accuracy and coolent of electroric files. The master file is stored by GaoEngineers. Inc. and Will serve as the offidal record of this communication. 3. It is unlawful reproduce all or any part thereof, whether for personal use or I Talbot Hill to Beverly Park Transmission Lines 6,000 o 6,000 - ----Feel Neighborhood Detail Map Talbot Hill -Beverly Park ADSS Fiber Optic Project Renton, Washington GEoENGINEERS Q Figure 1 GEOENGINEERS CJ REPORT WETLAND DELINEATION PSE TALBOT HILL -BEVERLY PARK ADSS FIBER OPTIC PROJECT RENTON, WASHINGTON JANUARY 29, 2008 FOR PUGET SOUND ENERGY File No. 0/86-712-00 Prepared for: Puget Sound Energy P.O. Box 90868-XRD-01 Wetland Delineation File No. 0186-722-00 January 29, 2008 Bellevue, Washington 98009-0868 Attention: Larry Tornberg Prepared by: GeoEngineers, Inc. 1550 Woodridge Drive SE Port Orchard, Washington 98366 (360) 769-8400 GeoEngineers, Inc. Am'(1~ Environmental Scientist Lisa A. Berntsen, PWS Principal APLLAB:j1 ORCffiO\O 186722\OO\Finals\O I 8672200Renlon WetDel_ R2 doc Disclaimer: Any electronic form, facsimile or hard copy of the original document (email, text, table, and/or figure), if provided, and any attachments arc only a copy of the original document. The original document is stored by GeoEngineers, Inc. and will serve as the official document of record. Copyrighttel2008 by GeoEngineers, Inc. All rights reserved. File No. 0186-722-00 TABLE OF CONTENTS Page No. INTRODUCTION........................................ . ................................................................................... 1 PROJECT DESCRIPTION AND LOCATION ..............1 METHODS................................. ......................... . ............................... 2 PAPER INVENTORY .............................................. . . ................... 2 FIELD INVESTIGATION AND WETLAND DELINEATION .................. . .2 WETLAND PARAMETERS ............ 3 Hydrophytic Plants... ....... ...... ...... ...... .... .. ....... ... . ....................... 3 Hydric Soils.. ................................................ ....................... . .............................. 3 Hydrology .. ...... ........... ...... ...... ..... ..... .. .......... . ........................................... 4 WETLAND EVALUATION... ........................ . ................... 4 RESULTS ............................................... . PAPER INVENTORY .............................................................. 5 .................................... 5 FIELD DELINEATION ............................ ............. . ....................................... 5 Upland Characterization ..... ... .... . ...... ..... ...... ........... . ........................ 5 Wetland Parameters.............. . ........................................................................................ 5 WETLAND CATEGORIZATION AND BUFFER REQUIREMENTS .................................................. 6 CONCLUSION ..... . . ...... 6 LIMITATIONS ..... 7 REFERENCES .................. . . ................................ 7 List of Tables Table 1. Summary of Wetland Area, Category and Buffer Requirements .................................................. 6 List of Figures Figure 1. Vicinity Map Figure 2. Wetland Delineation and Buffer Map Figure 3. National Wetland InventoryMap Figure 4. Soil Survey Map APPENDICES APPENDIX A -SITE PHOTOGRAPHS APPENDIX B -WETLAND DATA SHEETS APPENDIX C -WETLAND RATING FORM File No. 0/86-722-00 January 29, 2008 Page; GEOENGINEER~ REPORT WETLAND DELINEATION PSE TALBOT HILL -BEVERLY PARK ADSS FIBER OPTIC PROJECT RENTON, WASHINGTON FOR PUGET SOUND ENERGY INTRODUCTION GeoEngineers, Inc. (GeoEngineers) was contracted by Puget Sound Energy (PSE) to identifY and delineate wetland features along a section of its Talbot to Lakeside electrical transmission line corridor (the corridor) in Renton, Washington. The section is within the proposed PSE Talbot Hill-Beverly Park ADSS Fiber Optic Project, a maintenance and improvement project spanning a total of almost 34 miles of existing PSE-operated utility corridor from Renton to Everett (described further below). The project traverses approximately 3.6 total miles within the City of Renton (the City). Initial field investigations of the full 34-mile corridor revealed one potential wetland area that may be affected by the project within the City's jurisdiction. This report characterizes and delineates this wetland (Wetland A) and was conducted in accordance with Delineation of Regulatory Edge of Wetlands and Determination of Wetland Classification procedures outlined in the Renton Municipal Code (RMC), Chapter 3, section M, subsections 4 and 5, respectively (RMC 3.M4 and 3.MS) as well as guidance offered by City planners during a pre-application meeting in November 2007. Activities associated with this project are not expected to occur within or adjacent to any other critical areas within the City's jurisdiction (Figure 1 - Vicinity Map). PROJECT DESCRIPTION AND LOCATION The existing PSE electrical transmission line from Renton to Everett consists of four separate lines that were all constructed in the 1940s. PSE plans to upgrade these existing electrical transmission lines by installing internal communication fiber optic line along 34 miles of the corridor extending from Renton to Everett. Installation of new fiber optic line will increase the reliability of the electrical transmission system by improving electric monitoring practices. The overall project will involve replacement of aging transmission structures (e.g., poles, arms, and guy-wires) where needed, installing new utility vaults in selected areas, stringing fiber-optic line, and restoration work. In some limited cases, this maintenance work may involve minor improvements to existing access roads to allow necessary equipment into the corridor. It is anticipated that structure replacement activities will require large trucks and other heavy equipment but that the bulk of the fiber optic line installation can be conducted manually. The section of the corridor within the City's jurisdiction traverses Sections 20, 21,16 and 09, Township 23N, Range OSE and Section 04, Township 24N, Range OSE of the Willamette Meridian. The parcel that contains the subject wetland feature is located within Section 20, Township 23N, Range OSE, and is identified by the King County Department of Assessments as Parcel 2123059003 (Figure I). Single- family residential properties are located within one half mile to the east and west of this parcel, and two electrical substations are located within one quarter mile to the south and west of the area investigated. The areas immediately adjacent to Wetland A in all cardinal directions are undeveloped except for the transmission poles and associated maintenance roads. The Talbot to Lakeside transmission line extends north through the City of Renton starting from the Talbot-Hill Substation. The entire line was examined for the presence of wetlands or streams within the project corridor that may be impacted from maintenance work to the poles. Within the City's jurisdiction File No. 0186-722-00 January 29, 2008 Pagel GEOENGINEER~ only one wetland (Wetland A) was identitled within the project corridor as being in close proximity to poles that need maintenance work. These two poles have been identified by PSE as pole numbers 017 and 0/8 (Talbot-Lakeside line) and will need to be replaced in order to accommodate the fiber optic line upgrades. The two poles are accessed by an existing road that extends east from Cedar Ridge Drive SE. The access road extends through two potential wetland sites, one located east of the road and one to the west. During a pre-application meeting with City planners on November 28, 2007, PSE presented preliminary findings regarding wetlands and other critical areas within the project corridor in City limits. City planners requested that all wetlands within 100 feet of the project corridor be formally delineated, but that wetlands along existing access roads outside the project corridor need not be formally studied if no impacts are expected. This report therefore provides the delineation of the one wetland (Wetland A) that is within the project corridor with City boundaries. The project should present no impacts to Wetland A because the poles to be replaced are situated outside the wetland and wetland buffers. There are also no anticipated impacts to the potential wetlands situated east and west of the access road since improvements will not be required for this project. These potential wetland areas along the access road are therefore not discussed further in this report. METHODS PAPER INVENTORY Washington State Department of Ecology (Ecology) recommends a review of existing information regarding a particular site prior to conducting the fieldwork (Ecology 1989). A search for pertinent and applicable data and maps for the study area was conducted prior to the field reconnaissance efforts. The following materials were reviewed: United Statcs Geological Survey (USGS) topographic map (USGS 1994), United States Fish and Wildlife Service (USFWS) National Wetlands Inventory (NWI) maps (USFWS 1988 and USFWS 2004), King County (KC) Wetland Inventory map (KC -DNRP 2007), the Hydric Soils List of King County, Washington (United States Department of Agriculture [USDA] 2001), and the Soil Survey of King County Area. Washington (Zulauf 1979). GeoEngineers also reviewed the following mapping databases: USFWS NWI Mapper (USFWS 2004), Washington State Department of Fish and Wildlife (WDFW) Salmonscape (WDFW 2003), and Washington State Department of Natural Resources (DNR) Forest Practices Application Review System Database (DNR 2005). FIELD INVESTIGATION AND WETLAND DELINEATION GeoEngineers' staff conducted field investigations on October 22, 2007 and December 12, 2007 to identifY the presence and determine the extent of wetland features within the study area. Wetland boundary determinations were made upon positive confirmation of three wetland parameters: vegetation, soils, and hydrology, in accordance with RMC Environmental Regulations and Overlay Districts (Chapter 3M. I), the Ecology Publication #96-94 -Washington State Wetlands Identification and Delineation Manual (Ecology 1997) and the U.S. Army Corps of Engineers (USACE) Wetland Delineation Manual (Environmental Laboratory 1987). The objective of initial field reconnaissance efforts in October was to identifY the presence of critical areas within the full project corridor, and, in particular, those in the vicinity of transmission poles scheduled for replacement or maintenance associated with the proposed project. Once the subject wetland area was identified, a second site investigation was conducted in December to delineate boundaries of this specific wetland feature. File No. 0186-722-00 January 29, 2008 Page 2 GEOENGINEER~ The entire corridor in the vicinity of pole numbers 0/7 and 0/8 was investigated. OeoEngineers scientists documented surrounding topography, hydrology, and vegetation with field notes and photographs. Observations of the vegetation within potential wetland and upland habitat were made throughout the corridor. The wetland boundary was determined largely by noting distinct shifts in vegetation. Where vegetation shifts were not obvious, additional information on soils, hydrology and topography were used to determine the wetland boundary. Two sample plots (SP-1 and SP-2) associated with the wetland unit (Wetland A) were explored and the three parameters of vegetation, soils and hydrologic conditions were investigated for positive or negative indicators of wetland characteristics. Sample plot locations were flagged and numbered. The wetland boundary was delineated using the above methods and flagged with sequentially numbered flagging. Spatial representation of each flag point was obtained using a handheld Trimble© OeoXT, geographic positioning system (OPS) device (Product No. 69555-20). Information specific to wetland vegetation, hydrology and soils was recorded on USACE standard wetland data forms documenting plant species (abundance and dominance), soil type, and indicators of wetland hydrology. WETLAND PARAMETERS Wetland features are identified by presence of three physical parameters: hydrophytic plant species, hydric soils and wetland hydrology (Environmental Laboratory 1987). Wetland data forms are presented in Appendix B, and were used to document plant species (abundance and dominance), soil type and indicators of wetland hydrology. Hydrophytic Plants Hydrophytic plants are species that generally prefer areas where the frequency and duration of inundation or soil saturation produce permanently or periodically saturated soils sufficient to exert a controlling influence on the plant species present (Ecology 1997). The relative strength of an individual species' preference for wetness determines the indicator status for that species. The USFWS has determined wetland plant indicator status; a summary of this information for areas west of the Cascades is presented in Supplement to List of Plant Species that Occur in Wetlands: Northwest (Region 9) (Reed et al. 1993). To meet the wetland criteria established in Ecology (1997) and by the USACE (1987), hydrophytic vegetation must exceed 50 percent of the total dominance measure for each vegetative stratum (tree, shrub or herbaceous layer). When more than 50 percent orthe dominant species in each unit of vegetation have a wetland indicator status of obligate wet (OBL), facultative wet (FACW), or facultative (FAC), the vegetation unit meets the hydrophytic vegetation criterion. Plant nomenclature generally follows The Flora of the Pacific Northwest (Hitchcock and Cronquist 1973). Hydric Soils Hydric soils are soils that are saturated or ponded long enough during the growing season to develop anaerobic conditions in the upper layer (USDA -National Resource conservation Service [NRCS] 2006). Prolonged anaerobic soil conditions lead to a chemically reducing environment. The chemical reduction of some soil components (e.g., iron and manganese oxides) leads to the development of soil colors and other physical characteristics that are usually indicative of hydric soils (Ecology 1997). Hydric soils can be identified by the use of a color comparison chart. A commercial color chart of soils is produced by Kollmorgen (1988) and commonly used by wetland scientists. Soil color is typically identified by hue, chroma, and value. Hue describes the soil based on its relation to the spectral colors (red, yellow, green, blue, purple or a mixture of these colors); value describes the degree of lightness; and chroma indicates the strength or purity of the color. These terms reflect the variable amount of moisture, organics and overall composition of any given soil sample providing critical information on soil wetness and degree of saturation and inundation (Kent 1994). In general, the lower the number for chroma and value, the more File No. 0/86-722-00 January 29, 2008 Page 3 GEoENGINEER~ likely the soil sample is to be hydric. The color chart is also used to compare mapped soil types with field observations. Hydrology Hydrology is defined as the presence of water. The term "wetland hydrology" encompasses all hydrologic characteristics of areas that are periodically inundated or have soils saturated to the surface at some time during the growing season. Numerous factors (e.g., precipitation, topography, soil permeability, plant cover and human disturbance) influence the hydrology of an area (Ecology 1997). Hydrology is often the least exact of the parameters, and indicators of wetland hydrology are sometimes difficult to find in the field. This is especially prevalent when wetlands are delineated in the summer months when springs or seeps may not be apparent. Under these conditions, indicators of hydrology are used as positive identification. Indicators such as drainage patterns, sediment deposits, dried algae and water stained leaves or bark are examples of hydrology. The presence of these (or other) indicators, hydric soils, and hydrophytic vegetation cont,rm the presence of a wetland. WETLAND EVALUATION GeoEngineers used three methods to classify and categorize the subject wetland. First, an assessment of wetland classification as defined by the Cowardin system (Cowardin et al. 1979) was conducted. The Cowardin system describes wetlands by plant communities, soils and hydrologic regimes present. The hierarchical order identifies five major types of wetland systems: Marine, Estuarine, Riverine, Lacustrine and Palustrine. These systems are further stratified into classes and subclasses based on substrate materials, flooding regime and vegetation life form. Each class and subclass is then annotated with specific modifiers for water regimes, water chemistry, soil and other special conditions. The naming convention has been adopted by the USFWS as a majority component in their NWI maps. Wetland category was also determined in accordance with guidelines presented in RMC 3.M5. Subsection M5 refers to the wetland classification system outlined in RMC Chapter 3, section M, subsection I (RMC 3M. I). This system places wetlands into three categories ranging from a Category I system to a Category 3 system. Category I wetlands have at least one of the four following characteristics: (I) the presence of species listed by Federal or State government as endangered, threatened or the presence of essential habitat for those species; (2) wetlands that have 40 to 60 percent coverage of permanent open water with two or more vegetation classes; (3) wetlands equal or greater than ten acres and having three or more vegetation classes one of which is open water, or (4) the presence of plant associations of infrequent occurrence. Category 2 systems meet one or more of the four following criteria: (I) wetlands that are not Category I or 3; (2) wetlands that have heron rookeries or osprey nests; (3) wetlands located at the headwaters of a watercourse; or (4) wetlands having minimum existing evidence of human related physical alteration. Category 3 wetlands are those systems which meet one or more of the following three characteristics: (I) wetlands that are severely disturbed (hydrologic isolation or human related hydrologic alterations, soil alterations, altered vegetation); (2) wetlands that are newly emerging; or (3) other wetlands not classified as Category I or 2. In addition the above two wetland categorization methods, Wetland A was also rated using procedures outlined Ecology in Publication #04-06-025 -Washington State Wetland Rating System for Western Washington, Revised (Hruby 2006). Wetland rating was determined by use of the Revised Western Washington Rating System was not been utilized for any purpose other than evaluation of wetland functions associated with water quality. hydrologic and habitat characteristics, and to provide further description of the wetland. Assignment of wetland buffers is discussed in the results section below and File No. 0186-722-00 January 29, 2008 Page 4 GEOENGINEER~ has been assigned based on wetland category identified in accordance with RMC 3.M!. A Western Washington rating form prepared for the wetland is provided in Appendix C. RESULTS PAPER INVENTORY Digital data available from the King County Wetland and NWI maps do not indicate presence of wetlands within the area of investigated (Figure 3 -Wetland Inventory Map). Mapped soils data show Alderwood gravelly sandy loam, 6-15 percent slopes (Figure 4 -Soils Survey Map) present within the vicinity of poles 0/8 and 0/9 (Figure 4 -Soil Survey Map). Alderwood gravelly sandy loam, 6 to 15 percent slopes is a moderately well drained soil formed from basal till with some volcanic ash and is not listed as a hydric soil on the Hydric Soils List of King County Washington (USDA 2001). FIELD DELINEATION Weather during the December 12, 2007 site visit (when the field delineation data was obtained) was clear to partly cloudy and temperatures in the low-40s. GeoEngineers used the field data to prepare a map of the wetland boundary and estimate wetland area (Figure 2). Photographs taken during field reconnaissance efforts are provided in Appendix A. One wetland sample plot (SP-I) and one upland sample plot (SP-2) were flagged. Observations of hydrologic, soil and vegetative characteristics present at each sample plot were documented to differentiate and delineate the boundary between wetland and upland habitat (Appendix B). Upland Characterization Upland habitat adjacent to Wetland A consists of a mixed scrub-shrub and emergent plant community. A maintenance road, ranging from to to 15 feet wide, linearly traverses the corridor beginning at Cedar Ridge Dr SE ending at pole 0/9. Margins of the maintenance road were noted to have been recently maintained by mowing activities. The upland habitat is moderately disturbed in this area, likely due to historic and present land use activities associated with installation and subsequent maintenance of transmission poles and line traversing the corridor. Vegetative species observed include: Douglas fir (Pseudotsuga menziesii), western red cedar (Tsuga plicata) and big-leaf maple (Acer macrophyllum), hawthorn (Crataegus dougalsii), salal (Gaultheria shallon), red alder (Alnus rubra), Himalayan blackberry (Rubus discolor), trailing blackberry (Rubus ursinus), sword fern (Polystichum munitum), Scotch broom (Cytisus scoparius), reed canary grass (Phalaris arundinadeae), colonial bentgrass (Agrostis capillaris) and velvet grass (H%cus lanalus). One soil test pit (STP-2) was established within SP-2 east of Wetland A to characterize upland soils, hydrology and vegetation. The soils from this location consisted of a gravelly sandy loam with color properties of 10YR 3/3 (Kollmorgen Corporation 1988). Photographs 5 through 8 in Appendix A depict soils, sample plot area and representative observations ofthe upland vegetation. Wetland Parameters Wetland habitat observed and identified as Wetland A was consistent with palustrine scrub-shrub plant communities (Appendix A -Photographs 4 through 8). Community structure is best described as a dominant shrub layer consisting of a monotypic stand of hardhack (Spiraea douglas ii, FACW). Reed canary grass (Phalaris arundinadeae, FACW) was also observed in the wetland, specifically in the area of SP-!' The area of Wetland A was estimated using GPS data collected from wetland flag points and is File No. 0186-722-00 January 29. 2008 PageS GEOENGIHEER~ approximately 8,560 square feet. Soil properties were noted by establishing one l6-inch deep test pit (STP-l) within SP-l. Soils were saturated to the surface and free water was observed within six inches of the surface in the exploratory soil pit. The texture of the soil was generally indicative of sandy loam with a soil color of 10YR 211 (Kollmorgen Corporation 1988). WETLAND CATEGORIZATION AND BUFFER REQUIREMENTS Wetland A is a Category 3 wetland according to RMC guidelines because the wetland does not meet criteria for Categories 1 or 2 wetlands (RMC 3.Ml). City requirements for wetland buffer widths are presented in Chapter 3, section M, subsection 6 (Wetland Buffers) of the RMC. The required protective buffer width for Category 3 wetlands in the City is 25 feet (RMC 3.M6). An approximation ofthe area of Wetland A and its 25-foot buffer relative to the location of pole numbers 0/7 and 0/8 and the maintenance road is presented in Figure 2. In addition to the wetland category determined by City guidelines, Wetland A was rated as a Category III depressional wetland according to Ecology'S revised rating system for Western Washington (Hruby 2006). Hydrogeomorphic classification of the wetland was determined to be depressional and the wetland rating form was prepared as such. The wetland was found to perform low on water quality and habitat functions and moderate on hydrologic functions. These findings are based on the fact that the size of the wetland relative to the drainage basin is moderate and the wetland has the ability to impound surface water up to two feet in depth. Results of the wetland rating form are presented in Appendix C. An estimate of the wetland area, individual rating points for each function, Ecology wetland category, the City's wetland category and corresponding City of Renton buffer width requirements are summarized below in Table 1. The pole closest to the wetland is Pole 0/8 (Talbot to Lakeside Line) which is roughly situated about \00 feet from the wetland edge. There should be no impacts to the wetland or its associated buffer as a result of the project because the closest pole that needs work completed is located outside the wetland and wetland buffer and will be accessed using the existing maintenance road. Table 1. Summary of Wetland Area, Category and Buffer Requirements Western Washington Rating Function Scores Area' ,-"""""-. ................. ". Ecology (feer) Water Wetland Wetland Quality Hydrologic Habitat Total Category A 8.560 10 20 9 39 III Notes: 1 Area estimate based on GPS data collected at wetland flag points. 2 Wetland category determined in accordance with RMC 3.MS and 3.M1. 3 Required buffer width determined in accordance with RMC 3.M6. CONCLUSION City of City of Renton Renton Required Wetland Buffer Wldth3 Category' (feet) 3 25 GeoEngineers was retained to delineate, classify, rate and determine protective buffer width of wetland features within the Talbot to Lakeside electrical transmission line corridor in the vicinity of transmission poles 0/7 and 0/8, which are scheduled for either replacement or upgrade maintenance associated with the proposed PSE Talbot Hill -Beverly Park ADSS Fiber Optic Project. This report and associated maps File No. 0186-722-00 January 29, 2008 Page 6 GEOENGIN£ER~ serve to formally document wetland features, identifY boundaries and establish required wetland protective buffer widths. The information contained in this report was developed in accordance with City of Renton regulations for Wetlands (Chapter 3M) including, Delineation of Regulatory Edge of Wetlands, Determination of Wetland Classification and Wetland Buffers (RMC 3.M4, RMC 3.M5, RMC 3.M6). Methods used in this wetland assessment and classification followed appropriate wetland assessment methodology (Ecology 1997, Environmental Laboratory 1987, Hruby 2006, RMC 3M.5). One wetland unit was identified and delineated. The unit has been determined to be a Category 3 wetland and is classified as palustrine scrub-shrub seasonally flooded (PSSC) habitat. A Category 3 rating requires a 25-foot buffer. There was no other wetland habitat identified within the area investigated where transmission poles will be required to be accessed to conduct upgrade activities planned in association with the proposed project. LIMITATIONS OeoEngineers has developed this Wetland Delineation Report in general accordance with the scope and limitations of our proposal dated April 9, 2007. Within the limitations of scope, schedule and budget, our services have been executed in accordance with the generally accepted practices for Wetland Delineations in this area at the time this report was prepared. No warranty or other conditions express or implied should be understood. This report has been prepared for the exclusive use of the Puget Sound Energy and their authorized agents following the described methods and information available at the time of our services. No other party may rely on the product of our services un less we agree in advance to such reliance in writing. The information contained herein should not be applied for any purpose or project except the one originally contemplated. REFERENCES City of Renton. 2007. Renton Municipal Code. Title IV, Chapter 3, Section M Wetlands. Cowardin, L. M., Carter, V., Oolet, F. C. and Laroe, E. T. 1979. Classification of Wetland and Deep Water Habitats of the United States. Performed for Office of Biological Services, Fish and Wildlife Service, U. S. Department of the Interior, Washington, D.C. Environmental Laboratory. 1987. "U.S. Army Corps of Engineers Wetlands Delineation Manual," Technical Report Y -87-1, US Army Engineer Waterways Experiment Station, Vicksburg. Hitchcock, L. C. and A. Cronquist. 1973. Flora of the Pacific Northwest an Illustrated Manual. University of Washington Press, Seattle. King County -Department of Natural Resources and Parks (KC -DNRP). 2007. Wetlands Topics. Hydrography-Interactive Map. http://dnr.metrokc.gov/topics/wetinnd/indcx.htm# (Accessed December 14, 2007) Kollmorgen Corporation. 1988. Munsell soil color charts. Munsell Color, Macbeth Division of Kollmorgen Corporation. Baltimore. File No. 0/86-722-00 January 29, 2008 Page 7 GEOENGINE£R~ Pojar, J. and MacKinnon, A., et al. 1994. Plants of the Pacific Northwest Coast Washington, Oregon, British Columbia and Alaska. Lone Pine Publishing, Canada. Reed, P.B., Jr., Peters, D., Goudzwaard, J., Lines, I. and Weinmann, F. 1993. Supplement to List of Plant Species that Occur in Wetlands: N0I1hwest (Region 9). December 1993. U.S. Fish and Wildlife Service Supplement to Biological Report 88 (26.9), May 1988, Washington, D.C. United States Department of Agriculture (USDA). 2001. Hydric Soils List of King County, Washington: Detailed Soil Map Legend. http://www.wa.nrcs.usda.gov/teehl1ieal/soil s/hvdric listslhydsoil-wa-633 .pdf (Accessed December 13, 2007) United States Department of Agriculture -National Resource Conservation Service (USDA -NRCS). 2006. Field Indicators of Hydric Soils in the United States, Version 6.0. G.W. Hurt and L.M. Vasilas (eds.). USDA, NRCS, in cooperation with the National Technical Committee for Hydric Soils. United States Department of Agriculture -Soil Conservation Service (USDA -SCS). 2007. Web Soil Survey. http://webso i Isurvey .nrcs.usda. gov I "l2J2i (Accessed December 13, 2007) United States Geological Survey (USGS). 1994. Renton Quadrangle; 1:24000, 7.S-minute quadrangle. United States Fish and Wildlife Service (USFWS). 1988. National Wetlands Inventory. National Wetlands Inventory Map of Renton, Washington Quadrangle 1:24,000. United States Fish and Wildlife Service (USFWS). 2004. National Wetlands Inventory Mapper. http://wetlandsfws.er.usgs.gov/wtlncls/lallneh.htm I (Accessed December 13, 2007) Washington Department ofFish and Wildlife (WDFW). 2003. SalmonScape. http://wdfw.wa.gov/mapping/salmol1seapeiilldex.htm I (Accessed December 13,2007) Washington Department of Ecology (Ecology). 1989. A Guide to Conducting Wetland Inventories. Olympia. Washington Department of Ecology (Ecology). 1997. Washington State Wetlands Identification and Delineation Manual. Publication #96-94. Olympia, Washington. Washington State Department of Natural Resources (DNR). 2005. Forest Practices Application and Review System Database. http://www3.wadnr.gov/dnrapp5/website/fpars/viewer.htm (Accessed December 14, 2007) Zulauf, A.S. 1979. Soil Survey of King County Area, Washington, U.S. Department of Agriculture, Soil Conservation Service. February 1972. File No. OJ86-722-00 January 29, 2008 Page 8 GEoENGINEER!O References: 2007 land cover imagery for deta iled topographic maps of the United States_ T he land cover imagery is seamless , scanned images of USGS paper topograp hic maps. N oles 1. Tna locations (i all features shown are approximate 2 This dr1M'ing 15 for in fomation plXpoS€S It IS Intended 10 assist In sho', ... in g fealm€s discussed in an attached document. GeoEnglneers, Inc. cannot guaran~e the accuracy and coolent of electroniC Illes . The master file IS stored by GeoEngineers Inc and will serve as the offiCia l record of this communICation 3. It is unlawful 10 copy or reproduce all or any pari thereof, whether fOI person a l use or I, Ta lb ot Hill to Beverly Park Transmission Lines 6 ,000 o 6 ,000 - ----Feet Vicinity Map Talbot Hill -Beverly Park ADSS F iber Optic Project Renton , Washington GEoENGINEERS Q Figure 1 '" o o N .,; § <i ~ o o • ,. Deli neated Wetland Areas Poles Wetland Buffer (25 fee t) • Sample P lot • Wetland Flag Existing Access Roads Replace Str uc tu re Good 1% I R"feren<;es Ae ri al photo from USGS (EDC Ortho Urban , 2005) a... Notes I 1. The locations of all feat ures shown are appro ximate o 2 Th is orawlng IS for infam alian purposes It is intended to assist in 5~O~Wg features 150 - -- - Wetland Delineation & Buffer Map Talbot Hill -Beverly Park ADSS Fiber Optic Project Renton , Washington a::: discussed in an altached document GeoEngineers, tnc cannot gu,]"ant ee t,e <lccur~cy CJ o and cOfltenl of eleclronicfiles The master fi le IS stored by GeoE nglnee's. Inc a;)(j 1'1 111 G EO ENG I NEE RS Aj) O (l} serve as lhe offiCial record 01 thiS communICation ~ 3 It is unlawful 10 copy or reproduce all or any part thereof, whether fo r perso'lal u~e or Figure 2 O L,:,:,,:,,~,~W~":hO:~~P':®::":':O~O' ______________________________________ ~==========================================~==============CJ Area of Investigation Ta lb ot H ill to Beverly Pa rk Transmissio n lines rz.zJ National Wetlands Inventory Da ta -I 1_ City of Renton PSSC Pa lustnne, Scrub-Shru b, Seasonally Floo:led RlUBH RI .... erine . Upper Peramlal. Uncon so lidated BaHam . Permanently Flooded References : ESRr Data & Maps. Street Maps 2005. Draft NWI data fro m United States Fish and Wi ldlife. U.S . topographic map from Nat ional Geographic Survey (obtained October 2007). Notes ' 1 The locatIO ns of all fea tu res shuwn are approx imate 2 This dr1l'Ning IS for mfomahon purposes . 11 15 Intended to assist In sheWing featur es discussed in an attached document GcoEngmoors, Inc cannot guarantee the acc uracy and com ent of electronic liles The masler file is stored by GeoEngineers, Inc and wi tl serve as the offiCia l record of th iS c ommunication 3 It is unlawful to copy or reproduce all or any part thereof whether for pers o na l u se or resale. Without permi SSion . 1,000 o 1,000 - ----Feet National Wetlands Inventory Map Talbot Hill -Beverly Park ADSS Fiber Optic Project Renton , Washington GEoENGINEERS IiJ Figure 3 • Ta lb ot-Lakeside Poles (0 10308) Area of Investigation Ta lbot Hill to Beverly Park Transm is sion Lines o Soil Bounda ry -I 1_ City of Renton References: ESRI Data & M aps, Street Maps 2005. Draft SOils data from NRCS. U .S. topograph ic ma p from National Geograph ic Survey (ob t ained October 2007). Notes : 1 The locations of all features shown are approxmate 2. Th is drcrNlng IS lor Infomatl on pl.Xposes. It is Imended to assist In sl1 o'l>"lng feat w e s discussed In an attached document GeoEngmeers. Inc. cannot guarantee the accuracy and conle nt of elect r onic files . The master file is stored by GeoEnglnee r s Inc and ..... 111 serve as the official record of this commu nication 3_ It IS unlawful t o copy or reproduce all o r any part thereof, w hether lor ~ersona l 'J s e or resa le, Wit hout permiSS IO n , w ~, W , • • Arne = ArenlS, Alderwood material, 6-15% Slopes InC = In dianola loamy fine san d, 4-15% slopes Age = Alderwood gravelly sa ndy loam , 6-15% slopes Py = Puyallup fine sandy loam Eve::: Everett gra ve ll y sandy loam , 5·15% slopes P ITS = Pits An = Arenls, Everett ma terial AkF = Alderwood and Kitsap soils, very steep 1,000 o 1,000 -----Feet Soils Survey Map Talbot Hill -Beverly Park ADSS Fiber Optic Project Rent o n , Washington GEoENGINEERS Q Figure 4 GEOENGINEERS 9 ApPENDIX A SITE PHOTOGRAPHS APPENDIX A SITE PHOTOGRAPHS Photograp h I So il Pit exp lored ncar the cente r of Samp le Pl o t I (S I'-I) Photograph 3 Vegetation near the ce nter of SP-I , look ing sOll th ','lie No 0186-721-00 January 29. 2008 Page A -I Ph otograph 2 Vegetatio n nea r the ce nt er of S P-I , lookin g west Ph o tograph 4 Vegetation near the center of SP-I, looking west GEoENGINEERsg Photograph 5 Vegetation n car the cen ter of SP-I, look in g north Photograph 7 Ex is tin g access road to pole 0/9 , loo kin g so uth Frle So 0186·722·00 Jonuary 29. 20U8 Photograph 6 Soi l pit explored nea r the ce nt er ofSalllple Plot 2 (SP-2) Photograph 8 Overv iew of adjacent upland area east of Wetland A, looking eas t Ptlce A-2 GEoENGINEER~ GEoENGINEERS Q ApPENDlxB WETLAND DATA SHEETS Sample Point 1 Talbot Hill-Beverly Park ADSS Fiber Optic Pr'Oject Page 1 -~,~~~ ~'Project Name: Talbot Hill-Beverty Park AOSS Fiber O~tlC PTOie::': ~ Sample Point Number: 1 . . !' Investigators: J. Dadisman and D. Irick " :: Yes Do Normal Circumstances exist on the site? ~ No,,, Is the site significantly disturbed (Atypical Situation)? l1:i0 Is the site a potential Problem Area? ...,.~,.". VEGETATION Scientific Name r 1 PHALARIS ARUNDINA.<:.E:!':. ___ 2, SPIRAEA DOUGLAS II :,-",---,--·,·t·--·,-,-.. ~··---, .... --. ---_. ---.. ~~o~,'~~~' '~'~~"D~t;~12/i272oo7~~~~~'Time--~~":' County: King State: WA II Roll No: Photo No: I! I, North: Datum: NA083 II I: Strata Indieator Status Percent Cover Dominant . Species J ,Herb FACW: 20,00: Yes ' ;...... --.---------.. -. ....,.....~--.. ----.-........;.----.---'"----.j . Shrub '. FACW; 80,00 i Yes i -_. -~_-... _.~ --...... -i---~--.-;....------_' ____ ~--i , ... ;---: ,,, __ -,-__ +i --J " J' f--'~-.----'-'--'-"''''--'''-''---,----i""'-·.1.: ---'----'1--------',------11.1 r-'-T, ------,---------,--"", ----·--,--'-T---'r"'-""'T- r~-~-'t---__ , __ ,..L ___ -t-__ ,_+ ____ + _____ i L_+--_,_, ________ '''_ _ __ +-_,,~------'-----+_--,--J I"I---!-------------"--"""',,,----+I-----"----+-----+---,-'''''-, ---"·-~'---t,--"-+---+----·~ -"----------- _"'___ ____ ;--'-+, -'---+-, -::::~~,--,--" '-1,,: . ---r-----.-~-.o-- -_ .. _.--,~---.-,---! --------.----~ 1 __ 1.._, ________ , ~---; --------_._---, --_ ... _--------~ ..... -. , , !--_-1-__________ . __ . __ ._____ .. ____ ~ ______ _ , -----------------1 f Total Number of Species: 2 Totai Dominants: 2 II FAC(minus), applied 1oo.oo..J1 FAC Neutral: Yes i i i Percent of Dominants that are Wetland Species: t Prevalence Index: 2.00 50:20: 100.00 HYDROLOGY rF~=~~~~~~~~~-~~--··--"-'--·~~====--=--~=-,~-~~ j Recorded Data: ~====s i __ Stream, lake, or Tide Gauge ): Aerial Photographs I, =~.. ~:~~corded Data Available }' i; , ii Field Observations: I Depth of Surface Water. I Depth to Free Water in Pit: I Depth to Saturated Soil: ! IL _......D one __ (m.,) 5<6 {in.) 3<4 {in.} WeUand Hydrology Indicators: Primart Indicators: X Inundated X Saturated in Upper 12 inches Water Marks Drin Lines Sediment Deposits Drainage Patterns in Wetlands Secondary Indicators {2 Of more required}: Oxidized Root Channels in Upper 12 inches Ii Ii 11 " Water·Stained leaves \: local Soil Survey Data Ii X FAC,Neutral Test " Other (Explain in Remarks) II ______ -----:=--=====.=.=--d; Sample Point 1 Talbot HiII~Be~'erfY Park ADSS Fiber Optic Project Page 2 SOILS I, --.--'".'"-·-O,,"=='='=~='.~'==--'-"===o=-_-.= 1: Map Unit Name: Alderwood i(Series and Phase): gravelly sandy loam, 6·15% Drainage Class: Field Observations moderately well drained i: Taxonomy (Subgroup): mixed, mesic Vitrandic Durochrepts '--_ .. _---.--.-.-.. -----"------~------.-~---~.----.----------------------'. - 1i Profile Description: I, ~ (i~t~:) Hz ! Hydric Soil Indicators ~ _ ... __ Histosol ~ __ Histic Epipedon Matrix Color (Munsell MOist) 10YR2·2,511 ~ Sulfidic Odor t __ Aquic Moisture Regime I Reducing Conditions . _X_Gleyed or low-Chnoma Colors f NRCS Field Indicators: _ ! I ~ WETLAND DETERMINATION dYes !i ---Yes II -Yes' Hydrophytic Vegetation Present? Wetland Hydrology Present? Hydric Soils Present? REMARKS \L, ___________ . __ ... Wetland WoUS X Yes X Yes No No Texture CO:l:retions, Structure Redox Feature Abundance/Contrast (Munsell MOist) . -----------~- Sandy loa~! ____ ~ ____ ~_i ___ _ '----1'. 1------·-----------·i~ -----0 ----_._-;---- ._-_--_--~ __ -__ -_-_=. __ : __ --_~=-_.'_--_.~~=:~-,.==_~_==_--------.. --------1: -·ii _____ ~ __ ,._. _____ .,_. -1, __ ---_.+-j; ----------, ---------{ Concretions H;gh Organic Content in Surface Layer in Sandy Soils Organic Streaking in Sandy Soils Listed on Local Hydric Soils List Listed on National Hydric Soils List Organic Pan __ Other (Explain in Remarks) j; ~:s :::: ~:~:::~::::~:::~e~s:::f:~:~=~===c~=-~O~l _____ ~ ." _ Have the determination results been overridden by the user? .-Jj =========================~ il (I .1 2 . .----.------~-----.--~; Species Richness PrevaJence Index Sample Point 2 Talbot Hili-Beverly Pa,' ADSS Fiber Optic Project Page 1 '< Project Name. Talbot Hili-Beverly Park ADSS Fiber OptiC P~Oj~::, Date Time' !.' Sample Point Number: 2 ;j lnvestigators: J. Dadisman and D. Irick r: Yes Do Norma! Circumstances exist on the site? ~ No Is the site significanijy dislUrbed (Atypical Situation)? f: No Is the site a potential Problem Area? VEGETATION ! No. Scientific Name h HOLCUS LANATUS-r----z:-RUMEX OCCIDENTALIS-- " ---3---AGROSTISCAPILLA-RiS 4 PHALARIS ARUNDINACEA ;---~"TANACEn:iMVULGARE IS-:-PLANTAGO MAJOR--------. --------- r-------?: JUNCUS EFFUSUS ----------- Strata Counly King Roll No: North: West State: WA Photo No: Datum: NAD83 Indicator Percent Dominant Status Cover Species, -'--~'-...:::-.::=:--';;::::=-;:;::"-:--,:..::::-.:;=:--:::::=.-=~:::::.==:~..:.: :-=-=-=="'::.;'j _:!i erb ___ , JAC __ , ___ ) ____ ~,oo : __ NO _____ ] Shrub , F "'CVV+ _______ !Qc92"j ____ y~~_,, ___ ; +H~rb_._ UPL 80.00: .. _!-e:!.-. _______ : Herb-FAC;'" --'5:00---No ' """-,, ---,-Herb-----N'-1,00 No 1 -------'HeJi)--: FACU+ 2,00 i------,;;;;---~i j i .~-.. --~ .. --i 8 i LOTUS CORNICULATUS : Herb : FACW 2,00 i No I! iHerb : FAC 1,00 I No --i' I ---------------------<--- , , :---f-------------------L..... ' _, _______________ _ 1-----"---,,--1---'----- f'··· ------~--~----+-----_t ' -----------;-----1-------.;------+1---' --l I : I ---~;..-......-·-----l --!-~ ... -.. -.-.--~-~-------.! ---------=r=-~"~-=~~~=-~--J_ ._=:~~ _____ ,_~,._.,-.,,-,., .. _., j j Total Number of Species: 8 T8ta~ D:::omi~ants: 2 H jJ I Percent of Dominants that are Wetland Species: J Prevalence Index: 4.04 HYDROLOGY fi Recorded Data: 'i h Stream, Lake, or Tide Gauge Ii ---Aerial Photographs Ii Other 1i X No Recorded Data Available Field Observations: Depth of Surface Water: Depth to Free Water in P~: Depth to Saturated Soil: 5D:'2Q· 50.00 FAC(minus)-applied: FAC Neutral: 50,00 TBD II Ii .~~~~~~~-=~.=-=-~~~-=--=-~~,' Weijand Hydrology Indicators: II Primary Indicators: Ii Ii Inundated :: " Saturated ,n Upper 12 inches WaterMarks Drift Lines Sediment DeposRs . _, Drainage Patterns in Wetlands Secondary Indica10rs (2 or more required): Oxidized Root Channels in Upper 12 inches Water·Stained leaves _____ Local Soil Survey Data FAC-Neutral Tesl Sample Point 2 Talbot HiII·8everly ParI-; ADSS Fiber Optic Project Page 2 SOILS i'Map Unit Name Alde'Wood !: (Series and Phase): gravelly sandy loam, 6-15% tTaxonomy (Subgroup): mixed. mesic Vitrandic DU'ochre-pts II Profile DeSCIjp~i~~~ --.. ._. _ .. - Drainage Class: moderately well drained Field Observations _c;onfi,:", Mapped Type?, No ;i !! ··~~---·------li , Depth Matrix Color Redox Feature Texture, Cor;:re~ions. ;; (inches) : Hz (Munsell Moist) Slru:!ure __ -!-~.~Ql!~dancefCon~~st .. Redox Color"--~i (Munsen Moist) ;;-~-~---'.-. ~~~10Y_R_3~~~~-_-~' . ____ '_.--Sarldy--iaarr/3raveiy-----==:J: Ii \ t:--· ---+-"-----,-"-' --~-~~-~-~: IL __ -+-_-! ----~H 'I ---------, i' II======~::::::::::~:::::::::::::::::::::::::::::::::=-+ ______ , ____ -.,~::::=--_-__ -_-.-_-CL-,-.. -') !i--~-~-~--.--.----+------.. -~--~----.-~-~--;-'~.-·--====-~:1i lL--______ l _____ .:.. ______ ----.---,.-'<--~ .--------.. -.~--.-, ....... !: H " I,' r HydriC Soil indicators Histosol Histic Epipedon ! -Sulfidic Odor f -Aquic Moisture Regime ! Reducing Conditions I __ Gleyed or Low-Chroma Colors i NRCS Field Indicators: 1 , WETLAND DETERMINATION n-~~---HydroPhytiC Vegetation p~~:~~?-==:==:'-:-' No i! No Wetland Hydrology Present? N c Ii No Hydric Soils Present? ~g , t.:..._::::"._:-~::::=::::_~'=~.:=:==-====-~_:_::=:;:= ._._ .. _-~_.- REMARKS Wetland Yes X No WoUS Yes X No ConcretIOns High Organic Content in Surface Layer in Sandy Soils Organic.Streaking in Sandy Soils Listed on Local Hydric Soils List listed on National HydriC Soils list Organic Pan __ Other (Explain in Remarks) -----------_. -._------, .-.~--¥-------~----------.------------"-' is thi;Sam~i;~;P~intW;;;;n-·;W~tl~nd? .. ---,---------.-~--" --~ .. --"'lj ts this Sampling Point a Waters of the US? r Have the determination results been overridden by the user? i: J. 8 SpeCies Richness 4,04 Prevalence Index GEoENGINEERS r;; ApPEND/XC WETLAND RATING FORM \VeHand name or number A WETLA_l'ID RA TI"\G FOR:\l-WESTERN WASHINGTON Version 2 -Updated July 2006 to in:::rease accuracy and reproducibility among users \J +1 " h Name of wetland (if known): (. \C-.",J.. n Date of site visit: {1-(1.-01- RatedbyO. 'i),..~;~""""l\! 1)::r:r.c.l _ Traincd by Ecology? YestNo_ Dateoftrainingl\[~" o.D. SEC: 1...D TWNSHP: t~/J RNGE: 'S E. Is ST'R in Appendix D? Yes_ NoX Map of wetland unit: Figure __ Estimated size __ _ SUMMARY OF RATING Category based on FUNCTIONS provided by wetland I 1I_ IlIA IV_ Category I = Score >=70 Category II = Score 51-69 Category III = Score 30-50 Category IV = Score < 30 Score for Water Quality Functions I () Score for Hydrologic Functions 2.. () Score fOT Habitat Functions 9 ~::-.., TOTAL score for Fuuctions ~q Category based on SPECIAL CHARACTERISTICS of wetland 1_ 1I_ Does not ApplyL Final Category (cboose the "higbest" category from above) I J I I I Summary of basic information about the wetland unit None of the above Wetland Rating fonn -western \Vashington version 2 August 2004 Wetland name or number A Does the wetland unit being rated meet any of the criteria below? If you answer YES to any of the questions below you will need to protect the wetland according to the regulations regarding the special characteristics found in the wetland. SPl. Has the wetland unit been as a any Pe,1el'all'y Threatened or Endangered animal or plallt species (TIE species)? For the purposes of this rating system, "documented" means the wetland is on the state or federal database. Has the wetland unit been documented as habitat for any Stale listed Threatened or Endangered anil1U1/ species? For the purposes of this rating system, "documented" means the wetland is on the appropriate state database. Note: Wetlands with State listed plant species are as I Natural Wetlands 19 of data SP3. Does the wetland unit contain individuals of Priority species listed by the WDFWfor the state? SP4. Does the wetland unit have a local significance in addition 10 its jUnctions? For example, the wetland has been identified in the Shoreline Master Program, the Critical Areas Ordinance. or in a local management plan as having special significance. To complete the next part of the data sheet vou will need to determine the Hvdrogeomorphic Class o[rhe wetland being rated. The hydrogeomorphic classification groups wetlands into those that function in similar ways. This simplifies the questions needed to answer how well the wetland functions. The Hydrogeomorphic Class of a wetland can be determined using the key below. See p. 24 for more detailed instructions on classifying wetlaTJds. \Vetland Rating Form -western \Vashington version 2 2 August 2004 \\"etland name or number ~ Classification of Wetland Units in Western Washington 1. Are the water levels in the entire unit usualJy controlled by tides (i.e. except during floods)? ~ go to 2 YES -the wetland class is Tidal Fringe If yes, is the salinity ofthe water during periods of annual low flow below 0.5 ppt (parts per thousand)? YES -Freshwater Tidal Fringe NO -Saltwater Tidal Fringe (Estuarine) /f your wetland can be classified as a Freslnvater Tidal Fringe use the forms for Riverine wetlands. /fit is Saltwater Tidal Fringe it is rated as an Estuarine wetland. Wetlands that were called estuarine in the first and second editions of the rating system are called Salt Water Tidal Fringe in the Hydrogeomorphic Classification. Estuarine wetlands were categorized separately in the earlier editions, and this separation is being kept in this revision. To maintain consistency between editions, the term "Estuarine" wetland is kept. Please note, however, that the c.haracteristics that define Category I and II estuarine wetlands have changed (see p. ). 2. The entire wetland unit is flat and precipitation is the only source (>90%) of water to it. Groundwater and surface water mnoff are NOT sources of water to the unit. @-go to 3 YES -The wetland class is Flats If your wetland can be c1assitied as a "Flats" wetland, use the form for Depressional wetlands. 3. Does the entire wetland unit meet both of the following criteria? _The vegetated part of the wetland is on the shores ofa body of permanent open water (without any vegetation on the surface) at least 20 acres (8 hal in size; _At least 30% of the open water area is deeper than 6.6 ft (2 m)? @>=got04 YES-The wetland class is Lake-fringe (Lacustrine Fringe) 4. Does the entire wetland unit meet all of tile following criteria? __ The wetland is on a slope (slope can be very gradual), __ The water flows through the wetland in one direction (unidirectional) and usuaHy comes from seeps. It may tlow subsurface, as sheetflow, or in a swale without distinct banks. __ The water leaves the wetland without being impounded? NOTE: Suiface water does /lot pond in these t}pe of wetlands except occasionally in very small and shallow depressions or behind hummocks (depressions are usually <3ft diameter and less (han 1 fOOl deep). @)go to 5 YES -The wetland class is Slope Wetland Rating Fonn -western Washington version 2 3 August 2004 \Vetland name or number ~ 5. Does the entire wetland unit meet all of the following criteria? __ The unit is in a valley, or stream channel, where it gets inundated by overbank flooding from that stream or river __ The overbank flooding occurs at least once every two years. NOTE: The riverine unit cal1 comain depressions that arejilled with water when the river is notflooding. @gO to 6 YES -The wetland class is Riverine 6. Is the entire wetland unit in a topographic depression in which water ponds, or is saturated to the surface, at some time during the year. This means thaI any outlet, if present, is higher than the interior of the wetl~ NO -go to 7 ~The wetland class is Depressional 7. Is the entire wetland unit located in a very flat area with no obvious depression and no overbank flooding. The unit does not pond surface water more than a few inches. The unit seems to be maintained by high groundwater in the area. The wetland may be ditched, but has no obvious ~outlet. e go to 8 YES -The wetland class is Depressional 8. Your wetland unit seems to be difficult 10 classi/)' and probably contains several different HGM dases. For example, seeps at the base of a slope may grade into a riverine floodplain, or a small stream within a depressional wetland has a zone of flooding along its sides. GO BACK AND IDENTIFY WHICH OF THE HYDROLOGIC REGIMES DESCRIBED IN QUESTIONS 1-7 APPLY TO DIFFERENT AREAS IN THE UNIT (make a rough sketch to help you decide). .. Use the following table to identi/)' the appropriate class to use for the rating system if you have several HGM classes present within your wetland. NOTE: Use this table only if the class that is recommended in the second column represents 10% or more of the total area of the wetland unit being rated. If the area ofthe class listed in column 2 is less than 10% of the unit; classifY the wetland using the class that represents more than 90% ofthe total area. Salt Water Tidal Fringe and any other class of freshwater wetland Treat as ESTUARINE under wetlands with special characteristics If you are unable still to determine which of the above criteria apply to your wetland, or if you have more than 2 HGM classes within a wetland boundary, classi/)' the wetland as Depre,ssionaI for the rating. Wetland Rating Form -western Washington version 2 4 August 2004 Wetland name or number ~ D D 1. Does the wetland unit haw the potential to improve water quality? D D D D D D D D L I Characteristics of surface water OOWS out of the wetland: Unit is a depression with no surface waleT leaving it (no outlet) points =U> Unit bas an intennittently flowing. OR highly constricted permanently floy,;ng outlet points = 2 Unit has an unconstricted, or slighti) constricted, surface outlet (permanentlyflowing) points '= J Unit is a "flat" depression (Q. 7 on key). or in the Flats class, with pennanent surface outflow and no obvious natural outlet andIor outlet is a man·made ditch points = I (If ditch is not permanently flOWing Irea! unit as "intennittentlyjlowing ") S 1.2 The soil 2 definitions) YES NO surface (or duff layer) is clay or o 1.3 vegetation (emergent, Wetland has persistent, ungrazed. "egetation > = 95% of area Wetland has persistent, ungrazed, vegetation> = 1/2 of area Wetland has persistent, ungrazed vegetation> = 1110 of area Wetland has persistent, ungrazed vegetatiol1 <1110 of area ofCowarrnn 01.4 Characteristics of seasonal ponding or inundation. (useNRCS class) points =<D points = 3 points = I points = 0 classes This is the area of the wetland Ullil Ihal is pondedfor at least 2 months, but dries out sometime during the year. Do 1101 COlIllI Ihe area that is permanently ponded. Estimate area as the average condition 5 out 0./' 1 a ) °rs. Area seasonally ponded is> Y, total area of wetland Area seasonally ponded is > Y. toral area of wetland Area seasonally ponded is < Y. total area of wetland points = 4 points.(;D =0 Total for D 1 Add the points in the boxes above D 2. Does tbe wetlaDd uDa bave the opportunity to improve water quality? Answer YES if you know or believe there are pollutants in groundwater or surface water coming into the wetland that 'would otherwise reduce water quality in streams, lakes or groundwater downgradient from the wetland. Note which of Ihe fallOWing conditions provide the sources ofpollutanrs. A IInil may have pollutants comingfrom several sources, but any single source. would qualtfy as opportunity. Grazing in the wetland or within 150 ft Untreated stonnwater discharges to wetland Tilled fields or orchards within 150 ft of wetland A stream or culvert discharges into wetland that drains developed areas. residential areas, farmed tields~ roads., or clear -cut I oggi n g Residential, urban areas, golf courses are within 150 ft of wetland \Vetland is fed by groundwater high in phosphorus or nitrogen Other TOTAL -Water Quality Fuuctious MUltiply the score from DI by D2 Wetland Rating Fonn -western Washington version 2 5 August 2004 (seep.38) 2. (seep. 44) multiplier I 10 \Vetland name or number A_ D .' .. D D p , Depressionaland Flats Wetlands. .......:c..., .... . /. '. '.,. Points HYDROLOGICFUNCTJONS -lndicatorSthafth.e'wet13l1drinitfuncfiOilst'o;fr., .~~~'" . ..•. reduce flooding and stream degradation;..',,::,·. <;:;····(.·JH··(.< .. ·i~.t·',.·· " .:j:;;.: ,. i' D 3. Does tbe wetland nnit have the potential to reduce flooding and erosion? (see p.46) D 3.1 Characteristics of surface water flows out of the wetland unit Unit is a depression with no surface water leaving it (no outlet) points ~ 'Oni! has an interminently flowing. OR highly constricted permanently flowing outlet points X Unit is a '"flat" depression (Q. 7 on key), or in the Flats class, with permanent surface outflow Bnd DO ob\ious natura] outlet andior outlet is a man~made ditch points = I (If ditch is no! permallemlyjlowing [real unit as "intermittenrlyjloU'ing") Unit has an unconstricted, or sliehtl' constricted. surface outlet (oermanently flawing) points = 0 D 3.2 Depth of storage during wet periods Estimate the height ofponding above Ihe bOllom of the Ollliet. For units with no olltlet measure from the sUrface of perll1[]I1CI1l )mler or deepest part (if dry). Marks of ponding are 3 ft or more above the surface or bottom of outlet points = 7 The wetland is a "headwater" wetland" points = 5 Marks of pan ding between 2 It to < 3 fi from surface or bottom of outlet points = 5 Marks are at least 0.5 It to < 2 It from surface or bottom of outlet points ~ Unit is fliit'(yes to Q. 2 or Q. 7 on key) but has small depressions on the surface that trap water' points = I Marks of pondin~ Jess than 0.5 It points = 0 D 3.3 Contribution of wetland unit to storage in the watershed Estimate the ratio of the area of upstream basin contributing surface water to (he wetland to the area of the wetland unit itself. The area of the basin is less than 10 times the area of unit The area of the basin is 10 to 100 times the area of the unit points = 5 points<D .3 The area of the basin is more than 100 times the area of the unit points = 0 Entire unit is in the FLATS class points = 5 "< r-====,:.::.;===""-------:-:-:--~---""-':.::::--:"---+_V---D Total for D 3 Add the points in the boxes above I j r. I ~+------------------------------------+ ~--~ 'D D 4. Does tbe wetland unit bave the opportunity to reduce flooding and erosion? (see p. 49) p ~ . . . Answer YES if the unit is in a location in the watershed where the flood storage, or reduction in water velocity, it provides helps protect downstream property and aquatic resources from flooding or excessive and/or erosive flows. Answer NO if the water coming into the wetland is controlled by a structure such as flood gate, tide gate, flap valve. reservoir etc. OR you estimate that more than 90% of the water in the wetland is from groundwater in areas where damaging groundwater flooding does not occur. Note which Of the following indicator, ()f npporlllnity apply. -Wetland is in a headwater of a river or stream that has flooding problems -Wetland drains to a river or stream that has flooding problems $.. Wetland has no outlet and impounds surface runoffwaler that might otherwise flow into a river or stream that has flooding problems -Other ___ -..c-____________ _ YES multiplier i(2) NO multiplier is 1 TOTAL -Hydrologic Functions Multiply the score from D 3 by D 4 Add score to table on p. 1 Wetland Rating Fonn -western \Vashington version 2 6 August 2004 multiplier 20 Wetland name or number --'-~_ ", H 1. Does the wetland nnit have the Ll 72) Check the types of vegetation classes pre>enl I as defined by Cowardin)-Size threshold for each class is 'l4-acre or more than 10% o.l the Drea ~f unit is smaller than 2.5 acres. __ Aquatic bed Emergent plants ~ Scrub/shrub (areas where shru bs have > 30% cover) __ Forested (areas where trees have> 30% cover) Iflhe unit has aforested class check if __ The forested class has 3 out of 5 strata (canopy, sub-canopy, shrubs, herbaceous, moss/ground--<:over) that each cover 20% within the forested polygon Add Ihe number of vegetation structures thai quali(i', If you have: 4 structures or more Map of Cowardin vegetation classes 3 structures 2 structures H 1,.2, Hydroperiods (see p. 73) -., Check the Iypes of water regimes (I()'droper;ods) present within the wetland, The water regime has to comr more Ihan 10% "flhe weiland or * acre 10 count, (see textfor descriptiollS of hydroper iads) __ Permanently flooded or inundated 4 or more types present points = 3 points =2 point = I points {Q) ~ Seasonally flooded or inundated 3 types present __ Occasionally flooded or inundated 2 types present __ Saturated only I type present __ Permanently flowing stream or ri,er in, or adjacent to, the wetland __ Seasonally flowing stream in. or adjacent to, the wetland __ Lake-fringe wetland = 2 points __ Freshwater tidal wetland = 2 points Map of hydroperiods H 1.3. Richness of Plant Species (seep. 75) Count the number of plant species in the wetland that cover at least lOft'. of the same species can be combined 10 meel Ihe size threshold) You do not have 10 name the species, Do nol include Eurasian Milfoil, reed can.:::.rygrass, purple loosestrife, If you counted: > 19 species '. ,,/-is/ species below ifyoll want 10: 5 -19 species < 5 species (different palches Canadian Thistle points = 2 points =lD points = 0 I Total for page _1L-_ Wetland Rating Fonn -western Washington version 2 13 August 2004 Wetland name or number -A- H 1.4. Interspersion ofhabita!s (set! p. 76) , '. Decide from the diagrams below whether interspersion between Cowardin vegetation classes (described in H 1.1), or the c1a"s., and unvegetated areas (can include open water or mudflats) is high, medium, low. or none. o o (!'lone 6 poin!S) Low = ] point Moderate ~ 2 points ~ [riparian braided channels] High ~ 3 points NOTE: If you have four or more classes or three vegetation classes and open water the ratin is always '·high". Use rna of Coward in ve elation classes H 1.5. Special Habitat Features: (see p. 77) Check the habitat.(eatures that are present in [he wetland. The number of checks is Ihe number of points you put into fire next co[unln . .'i...-Large, downed, woody debris within the wetland (>4io. diameter and 6 ft long). __ Standing snags (diameter at the bottom> 4 inches) in the wetland __ Undercut banks are present for at least 6.6 ft (2m) andior overhanging vegetation e>.iends at least 33 ft (1m) over a stream (or ditch) in. or contiguous with tbe unit, for at least 33 ft (10m) ",,--Stable steep banks of fine material that might be used by beaver or mus!"-rat for denning (>30degree slope) OR signs ofrecon! beaver activity are present (cu1 shrubs or trees Ihal have not yel turned grey/brown) .LAt least 1f4 acre of thin-stemmed persi;;::tent vegetation or woody branches are present in areas J that are pennanetitly or seasonally inundated, r:,tructures for egg-laying by amphibians) _,,_ Invasive plants cover less than 25% of the wetland area in each stratum of plants igure_ NOTE: The 20% stated in early primings ({the manual on page 78 is an error. ~ ~----------~~~--~~------~~--, ., H 1. TOTAL Score -potential fur providing habitat I Ll I L __________________________ ~·,~l{~k~/l~h~c~5~co~r~e~s~fr~o~ln~H~J~.1~.~H~1~.-~',~H~1~.~3.~H~'~1.~4L,~H~1~.)~-~ ~ J Comments \Vetlal1d Rating Form -western Washington version 2 14 ---- August 2004 \\Ietland name or number L H 2. Does the wetland unit have the opportunity to provide habitat for many species? H 2.1 Buffers (see p. 80) Figure_ Choose the description Ihat best represents calldirion ,ifbuffer oJwetland unit. The highest scoring criterion Ihat applies to the wetland ;s /0 be used in the rating. See text Jor definition oj "undisturbed .. , -100 m (330ft) of relatively undisturbed vegetated areas, rocky areas, or open water >95% of circumference. No structures are within the undisturbed part of buffer. (relatively undisturbed also means no-grazing. no landscaping, no daily human use) Poinlll = 5 -100 m (330 ft) of relatively undisturbed vegeTated areas, roel;y areas, or open water > 50"/0 circumference. Poinlll = 4 50 m (170ft) of relatively undisturbed vegetated areas, rod:y areas, or open water >95% circumference. Poinlll = 4 100 m (330ft) of relatively undisturhed vegetated areas, roc],.")' areas, or open water> 25% circumference, . Poinlll = 3 50 m (170ft) of relatively undisturbed vegetated areas, rocky areas, or open water for> 50"/0 circumference. Poinlll = 3 If buffer does not meet any ofthe criteria above No paved areas (except paved trails) or huildings within 25 m (80ft) of wetland > 95% circumference, Light to moderate grazing. or lawns are OK. Poinlll"@ No paved areas or buildings within SOm of wetland for >50"/. circumference. Light to moderate grazing, or lawns are OK. Poinlll = 2 Heavy grazing in buffer. Points = 1 Vegetated buffers are <2m wide (6.6ft) for more than 95% of the circumference (e.g. tilled fields, paving, basah bedrock extend to edge of wetland Poinlll = O. Buffer does not meet any of the criteria above. Poinlll = 1 Aerial photo showing buffers H 22 Corridors and Connections (see p, 81) H 22.1 Is the wetland part of a relatively undisturbed and unbroken vegetated corridor (either riparian or upland) that is at least 150 ft wide, has at least 30% cover of shrubs, forest or native undisturbed prairie, that connects 10 estuaries, other wetlands or undisturbed uplands that are at least 250 acres in size') (dams in riparian corridors, heavily used gravel roads, plIl'ed roads, are considered bredks in fhe corridor). YES = 4 poinlll (go 10 H 2.3) NO = go to H 2.2.2 H 2.2.2 Is the wetland part ofa relatiyely undisturbed and unbroken vegetated corridor (either riparian or upland) that is at least 50ft \I'ide, has at least 30% cover of shrubs or forest .. and connects to estuaries, other wetlands or undisturbed uplands that are at least 25 acres in size? OR a Lake-fringe wetland. if it does not have an undisturbed corridor as in the question above? YES = 2 points (go to H 1 . .1) NO = H 2.2.3 H 2.2.3 Is the wetland: within 5 mi (8km) of a brackish or salt water estuary OR within 3 mi of a large field or pasture (>40 acres) OR within I mi of a lake greater than 20 acres? 0 YES = 1 point <No = 0 ~ Wetland Rating Form -western Washington version 2 15 Total for page J. August 2004 Wetland name or number ~ H 2.3 Near or adjacent to other priority habira" i;sted by WDFW (seep. 82) Which of the following priority habitats are within 330ft (100m) of the wetland unit? NOTE: the connections do not have 10 be relatively undisturhed. These are DFW definitions. Check with yOl/r local DFW biologist if there are any questiOl«. -$-Riparian: The area adjacent to aquatic systems with flowing water that contains elements of both aquatic and terrestrial ecosystems which mutually influence each other. __ Aspen Stands: Pure or mixed stands of aspen greater than 0.8 ha (2 acres). __ Cliffs: Greater than 7.6 m (25 ft) high and occurring below 5000 ft. __ Old-growth forests: (Old-growth west of Cascade crest) Stands of at least 2 tree species, forming a multi-layered canopy with occasional small openings; with at least 20 treeslha (8 treesfacre) > 81 em (32 in) dbh or > 200 years of age. __ Matnre forests: Stands with average diameters exceeding 53 em (21 in) dbh; crown cover may be less that 100%; crown cover may be less that 100%; decay, decadence, numbers of snags, and quantity oflarge downed material is generally less than that found in old- growth; 80 -200 years old west of the Cascade crest. __ Prairies: Relatively undisturbed areas (as indicated by dominance of native plants) where grasses andlor forbs form the natural climax plant community. __ Talus: Homogenous areas of rock rubble ranging in average size 0.15 -2.0 m (0.5 -6.5 ft), composed of basalt, andesite, andlor sedimentary rock, including riprap slides and mine tailings. May be associated with cliffs. __ Caves: A naturally occurring cavity, recess, void. or system ofinterconnected passages __ Oregon white Oak: Woodlands Stands of pure oak or oak/conifer associations where canopy coverage of the oak component of the stand is 25%. __ Urban Natnral Open Space: A priority species resides "ithin or is adjacent to the open space and uses it for breeding andlor regular feeding; andlor the open space functions as a corridor connecting other priority habicats, especially those that would otherwise be , ' isolated; andlor the open space is an isolated remnant of natural habitat larger than 4 ha (l0 •. ~ acres) and is surrounded by urban development. __ EstnarylEstnary-6ke: Deepwater tidal habitats and adjacent tidal wetlands, usually semi- enclosed by land but with open, partly obstructed or sporadic access to the open ocean, and in which ocean water is at least occa,ionaliy diluted by freshwater runoff from the land. The salinity may be periodically increased abme that of the open ocean by evaporation. Along some low-energy coastlines there is appreciable dilution of sea water. Estuarine habitat extends upstream and landward to where ocean-derived salts measure less than O.5ppt. during the period of average annual low flow. Includes both estuaries and lagoons. __ MarinelEstnarine Shorelines: Shorelines include the intertidal and subtidal zones of beaches, and may also include the backshore and adjacent components of the terrestrial landscape (e.g., cliffs, snags, mature trees. dunes, meadows) that are important to shoreline associated fish and wildlife and that contribute to shoreline function (e.g., sand/roclulog recruitment, nutrient contribution~ erosion contTo]). lfwetland has 3 or more priorit,. habitats = 4 points Ifwetland has 2 priority habitats = 3 points If wetland has 1 priority habitat {i pOlllD No habitats = 0 points Note: All vegetated wetlands are by definition a priorit)' habitat but are not included in this list. Nearbv wetlands are addressed in qlleslio'l H 2.4) Wetland Rating Form -western Washington version 2 16 August 2004 I \\-'etland name or number ~ H 2.4 Wetland Landscape (choose the one description f?fthe landscape around the wetland thaI best fils) (see p. 84) There are at least 3 other wetlands within ~" mile. and the connections between them are relatively undisturbed (light grazing between wetlands OK. as is lake shore with some boating, but connections should NOT be bisected by paved roads, fill, fields, or other development. points = 5 The wetland is Lake-fringe on a lake WiTh little disturbance and there are 3 other lake-fringe wetlands within y, mile points = 5 There are at least 3 other wetlands within 'co mile. BUT the connections between them are disturbed points = 3 The wetland is Lake-fringe on a lake with disturbance and there are 3 other lake-fringe wetland within Y.z mile points = 3 There is at least 1 wetland within Y.z mile. points =ID There are no wetlands within ~I, mile. points =0 H 2. TOTAL Score -opportunity for providing habitat Add the scores from H2.1.H2.2, H2.3, H2.4 TOTAL for H 1 from page 14 Total Score for Habitat Functious -add the points for HI, H 2 and record the result on \\'etland Rating FOnTI ~ western Wa...;;hington version 2 17 p. I August 2004 2 r----- I 5 I -----_i __ . q Wetland name or number _L CATEGORIZATION BASED Ol'l SPECIAL CHARACTERISTICS Please determine if/he wetland meets the attributes described below and circle the appropriate answers and Category. Wetland Type Check off any criteria that apply 10 fhe ll'efland Circle the Category when the approf)riate criteria are met. SC 1.0 Estuarine wetlands (see p. 86) Does the wetland unit meet the following criteria for Estuarine wetlands? -The dominant water regime is tidal. .. -Vegetated, and • .. -With a salinity greater than 0.5 ppt. NOi--, YES = Go to SC 1.1 SC 1.1 Is the wetland unit within a National Wildlife Refuge, National Park, .. National Estuary Reserve, Natural Area Preserve, State Park or Educational, ~ ", Environmental, or Scientific Reserve designated under WAC 332-30-151? YES = Category I NO go to SC 1.2 SC 1.2 Is the wetland unit at least I acre in size and meets at least two ofthe following three conditions? YES = Category I NO = Category II -The wetland is relatively undisturbed (has no diking, ditching, filling. cultivation, grazing, and has less than 10% cover of non-native plant species. If the non-native Sparlina spp. are the only species that cover more than 10% of the wetland. then the wetland should be given a dual rating (IIII). The area of Spartina would be rated a Category II while the relatively undisturbed upper marsh with native species would be a Category I. Do not, however. exclude the area ofSpartina in determining the size threshold of I acre. -At least 'I. of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un-mowed grassland. -The wetland has at least 2 of the following features: tidal channels, depressions with open water, or contiguous freshwater wetlands. Wetland Rating Form -western Washington version 2 18 August 2004 Category CaL I CaLI CaLn Dual rating I/II Wetland name or number ~ SC 2.0 Natural Heritage Wetlands (see p. 87) Natural Heritage wetlands have been identified by the Washington Natural Heritage ProgramlDNR as either high quality undisturbed wetlands or wetlands that support state Threatened. Endangered, or Sensitive plant species. SC 2.1 Is the wetland unit being rated in a SectionffownshiplRange that contains a Natural Heritage wetland? (this ques/ion is used 10 screen out most sites before you need to contact WNHP,DVR) SfTlR information from Appendix D _ or accessed from \'iNHPr'DNR web site _ YES __ -contact WNHP/DNR (see p. 79) and go to SC 2.2 NO-",- SC 2.2 Has DNR identified the wetland as a high quality undisturbed wetland or as or as a site with state threatened or endangered plant species? YES = Category I NO ~ not a Heritage Wet!and SC 3.0 Bogs (see p. 87) Does the wetland unit (or any part ofthe unit) meet both the criteria for sOils and vegetation in bogs? Use the key belo,.. 10 identify if/he wetland is a bog. lfyou answer yes you will still need to rate lite wetland based on its functions. I. Does the unit have organic soil horizons (i.e. lay~rs of organic soil), either peats or mucks, that compose 16 inches or more of the first 32 inches of the soil profile? (See Appendix B for a field key to identify organic soils)? Yes- ~~Q3 No-~~Q2 2. Does the unit have organic soils, either peats or mucks that are less than 16 inches deep over bedrock, or an impenneable hardpan such as clay or volcanic ash, or that are floating on a lake or pond? Yes -go to Q. 3 No -Is not a bog for purpose of rating 3. Does the unit have more than 70% cover of mosses at ground level, AND other plants, if present, consist oflhe "bog" species listed in Table 3 as a significant component of the vegetation (more than 30% of the total shrub and herbaceous cover consists of species in Table 3)? Yes -Is a bog for purpose of rating No -go to Q. 4 NOTE: If you are uncertain about the extent of mosses in the understory you may substitute that criterion by measuring the pH of the water that seeps into a hole dug at least 16" deep, If the pH is less than 5.0 and the "bog" plant species in Table 3 are present, the wetland is a bog. 1. Is the unit forested (> 30% cover) with sitka spruce, subalpine fir, western red cedar, western hemlock, lodgepole pine, quaking aspen, Englemann's spruce, or western white pine, WITH any of the species (or combination of species) on the bog species plant list in Table 3 as a significant component of the ground cover (> 30% coverage of the lotal shrub/herbaceous cover)? 2. YES = Category I N0-'i Is not a bog for purpose of rating \\"etland Rating Form -western Washington version 2 [9 August 2004 Cat. I Cat. I \VeUand name or number A-. SC 4.0 Forested Wetlands (seep. 90j Does the wetland unit have at least I acre of forest that meet one of these criteria for the Department ofFish and Wildlife's forests as priority habitats? lfyou answer yes YOll will still need to rate the wetland based on its functions. -Old-growth forests: (west of Cascade crest) Stands of at least two tree species, fonning a multi-layered canopy with occasional small openings; with at least 8 trees/acre (20 trees/hectare) that are at least 200 years of age OR have a diameter at breast height (dbh) of 32 inches (81 em) or more. NOTE: The criterion for dbh is based on measurements for upland forests. Two-hundred year old trees in wetlands will often have a smaller dbh because their growth rates are often slower. The DFW criterion is and "OR" so old-growth forests do not.necessarily have to have trees of this diameter. -Matnre forests: (west of the Cascade Crest) Stands where the largest trees are 80-200 years old OR have average diameters (dbh) exceeding 21 inches (53cm); crown cover may be less that 100%; decay, decadence, numbers of snags, and quantity of large downed material is generally less than that found in old-growth. YES ~ Category I NO }Lnot a forested wetland with special characteristics SC 5.0 WedaDds iD Coastal Lagoons (see p. 91) Does the wetland meet all of the following criteria ofa wetland in a C{)astallagoon? -The wetland lies in a depression adjacent to marine waters that is wholly or partially separated from marine waters by sandbanks, gravel banks, shingle, or, less frequently. rocks -The lagoon in which the wetland is located contains surface water that is saline or brackish (> 0.5 ppt) during most of the year in at least a portion of the lagoon (needs to be measured near the bottom) YES = Go to SC 5.1 N0-t-not a wetland in a coastal lagoon SC 5.1 Does the wetland meets all of the following three conditions? -The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing). and has less than 20% cover of invasive plant species (see list ofinvasive species on p. 74). -At least % of the landward edge oftlle wetland has a 100 ft buffer of shrub, forest, or un-grazed or un-mowed grassland. -The wetland is larger than 1110 acre (4350 square feet) YES ~ Category I NO = Category II \\letIand Rating Ponn -western \Vashingion version 2 20 August 2004 CaLI Cat. I Cat. II Wetland name or number A SC 6.0 Interdunal Wetlands (see p. 93) Is the wetland unit west ofthe 1889 line (also called the Western Boundary of Upland Ownership or \\,BUO)? YES -go to SC 6.1 NO ~ not an interdunal wetland for rating If you answeryes you will still fleedio rate the wetland based on its functions. In practical tenns that means the following geographic areas: • Long Beach Peninsula-lands west ofSR 103 • Grayland-Westport-lands west of SR 105 • Ocean Shores-Copalis-lands west of SR 115 and SR 109 SC 6.1 Is the wetland one acre or larger. or is it in a mosaic of wetlands that is once acre or larger? YES = Category 11 NO-go to SC 6.2 SC 6.2 [s the unit between 0.1 and 1 acre. or is it in a mosaic of wetlands that is between 0.1 and 1 acre? YES = Category III K~~;e Wetland Rating Fonn -western Washington version 2 21 August 2004 Cat. II Cat. III CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: June 2, 2008 To: City Clerk's Office From: Margarita Flores Subiect: Land Use File Closeout Please complete the following information to faCilitate project closeout and indexing by the City Clerk's Office Project Nallle: PSE Fiber OptiC Line LUA (file) Number: LUA-08-012, CAR, SME Cross-References: AKA's: PSE Fiber Optic Line CAR & SME Project Manager: Gerald Wasser Acceptance Date: March 3, 2008 Applicant: Puget Sound Energy. Owner: Various Contact: Larry Tornberg PID Number: See Attachment A attached to Land Use Master Application ERC Decision Date: ERC Appeal Date: Administrative Approval: SME -February 28, 2008/ CAR -March 3, 2008 Appeal Period Ends: March 17, 2008 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: The project encompasses: repair and replacement of aging transmission structures; Installation of new utility vaults or other storage facilities for extra fiber line; stringing the fiber optic line on existing or repaired structures In the hot zone of the electrical transmission line; and, any necessary restoration work. Approximately 35 pole structures and approximately two vaults will be installed. No disturbance will occur within the shoreline area because the fiber oDtic line will bestruna on existinG! Doles and towers. Location: 34+ miles of an existing transmission line COrridor extending from City of Renton to the City of Everett Comments: "''''''''''''''''' CITY '::>F RENTON March 14, 2008 Mr. Larry Tornberg Senior Municipal Land Planner Puge! Sound Energy 355 I lOth Avenue NE EST-IIW Bellevue, Washington 98004 Subject: Underground Ordinance Variance Talbot Hill to Beverly Park Fiber Optic Renton, WA Dear Mr. Tornberg: Public Works Department Gregg Zimmerman P.E., Administrator On March 14,2608, the Development Services Director granted your application for a variance from the Underground Ordinance to run fiber optic cable along utili(y poles from Talbot Hill to Beverly Park (north to south Renton), This application is granted based on the following conditions: I. A minimum vertical clearance over right-of-way is maintained at 18 feet per the National Electrical Code, 2. In the future, if the other utili(y cables stfl.lllg along these five utili(y poles are transferred to underground cables, Puget sound Energy will comply with this uniformity and als.o transfer its fiber optic cables underground at their expense. According to Ci(y code, you have 15 days from today's date to appeal the administrative determination. Appeals are to be filed in writing, with the Ci(y Clerk and require a filing fee in , the amount of $75~00;' Additional information regarding the appeaJprocess may be obtaihedfrem the Renton Ci(yClerk's office by calling (425) 430-6510. ' You may contact Mike Dotson, Engineering Specialist, at (425) 430-7304 if you have any questions or need' additional infortnation, ~~ Linda Moschetti Administrative Assistant cc: Gregg Zimmerman, Public Works Administrator Neil Watts, Development Services Director Mike Dotson, Engineering Specialist Electrical Inspectors File ----~---------'---~ 1055· South Gra~ w~: ~!:~::~~ 5~~:~!::eri~~~~:stconsumer AHEAD OF THE CUR\IE CITY OF RENTON EXEMPTION FROM CRITICAL AREAS REGULATIONS DATE: LAND USE FILE NO.: PROJECT NAME: OWNER/APPLICANT: PROJECT MANAGER: March 3, 2008 LUA-08-012, CAE, SME PSE Fiber Optic Line Puget Sound Energy (PSE) Gerald C. Wasser, Associate Planner PROJECT LOCATION: 34+ miles of an existing transmission line corridor extending from the City of Renton to the City of Everett. The portion of the corridor within the City of Renton covers 3.6 miles, starting at Beacon Way South and heading in a general north and slightly east direction to Olympia Avenue NE near the City of Newcastle. The Talbot to Lakeside transmission line extends north through the City starting at the Talbot-Hill Substation. PROPOSAL: PSE intends to upgrade an existing 34+ mile segment of 115 kilovolt electrical transmission line from Renton to Everett with an internal communication fiber optic line. The line is jOintly operated by PSE and the Bonneville Power Authority (BPA) and all structures are within franchise road right-of- way and existing easements. PSE and BPA will use the new fiber optic line as an integral part of their power transmission system. The new fiber optic line will be used solely by PSE and BPA to increase the reliability of the electrical transmission system by improving monitoring and communication between substations, generation plants, and other operation facilities. This project is considered a maintenance effort. The project will span eight jurisdictions including the Cities of Renton, Newcastle, Bellevue, Woodinville, Bothell, Everett, and unincorporated King and Snohomish Counties. The overall project encompasses: repair and replacement of aging transmission structures; installation of new utility vaults or other storage facilities for extra fiber line; stringing the fiber optic line on existing or repaired structures in the hot zone of the electrical transmiSSion line; and, any necessary site restoration work. Approximately 35 pole structures within the City boundaries will be replaced or repaired and approximately two vaults will be installed. Only two of the pole structures are adjacent to an aquatic critical area. CRITICAL AREA: Aquifer Protection Areas One and Two, Flood Hazard, Geologic Hazard, Shoreline, Streams and Lakes, and Wetlands. EXEMPTION JUSTIFICATION: Pursuant to RMC Section 4-3-050.C.5.e.ii and 4-3- 050.C.5.iii of the Critical Areas Regulations is hereby granted for the following reason(s): X Maintenance, operation and repair of existing utilities in existence on the date this section becomes effective and do not meet the setback requirements Of this section provided all work is completed pursuant to RMC 4-1-090. DECISION: The proposed development is consistent with the following findings pursuant to RMC section 4-3-050.C.5.c: 1. The activity is not prohibited by this or any other chapter of the RMC or state or federal law or regulation; 2. The activity will be conducted using best management practices as specified by industry standards or applicable Federal agencies or scientific principles; and, 3. Impacts are minimized and, where applicable, disturbed areas are immediately restored, unless the exemption is a wetland below the size thresholds pursuant to RMC 4-3-050.C.5.f.1 and f.2. CONDITIONS OF APPROVAL: 1. The applicant shall provide erosion control during pole removal, replacement and restoration of disturbed areas. SIGNATURES: Neil Wafts, Director Development Services Division EXPIRATION: Five (5) years from the date of approval (signature date). date CITY OF RENTON CERTIFICATE OF EXEMPTION FROM SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION FILE NO.: PROJECT NAME: OWNER/APPLICANT/CONTACT: PROJECT MANAGER: PROPOSAL: PSE Fiber Optic Line February 28, 2008 LUA-08-012, CAE, SME PSE Fiber Optic Line Puget Sound Energy Gerald C. Wasser, Associate Planner PSE intends to upgrade an existing 34+ mile segment of 115 kilovolt electrical transmission line from Renton to Everett with an intemal communication fiber optic line. The line is jointly operated by PSE and the Bonneville Power Authority (BPA) and all structures are within franchise road right-of-way and existing easements. PSE and BPA will use the new fiber optic line as an integral part of their power transmission system. The new fiber optic line will be used solely by PSE and BPA to increase the reliability of the electrical transmission system by improving monitoring and communication between substations, generation plants, and other operation facilities. This project is considered a maintenance effort. The project will span eight jurisdictions including the Cities of Renton, Newcastle, Bellevue, Woodinville, Bothell, Everett, and unincorporated King and Snohomish Counties. The overall project encompasses: repair and replacement of aging transmission structures; installation of new utility vaults or other storage facilities for extra fiber line; stringing the fiber optic line on existing or repaired structures in the hot zone of the electrical transmission line; and, any necessary site restoration work. Approximately 35 pole structures within the City boundaries will be replaced or repaired and approximately two vaults will be installed. Only two of the pole structures are adjacent to an aquatic critical area. A Shoreline Substantial Development Permit would be needed to cross the Cedar River. However, no disturbance will occur within the shoreline area because the fiber optic line will be strung on existing poles and towers. PROJECT LOCATION: LEGAL DESCRIPTION: WATER BODYNVETLAND: 34+ miles of an existing transmission line corridor extending from the City of Renton to the City of Everett. The portion of the corridor within the City of Renton covers 3.6 miles. starting at Beacon Way South and heading in a general north and slightly east direction to Olympia Avenue NE near Newcastle. The Talbot to Lakeside transmission line extends north through the City starting at the Talbot-Hill Substation. The protion of the transmission corridor within the City of Renton traverses Sections 20. 21. 16 and 09, Township 23N, Range 05E and Section 04, Township 24N, Range 05E of the Willamette Meridian. Cedar River An exemption from a Shoreline Management Substantial Development Permit is hereby granted on the proposed project described on the attached form for the following reason(s): Pursuant to RMC 4-9-190.C.3 the normal maintenance or repair of existing structures or developments. including damage by accident, fire or the elements shall not be considered substantial developments for the purposes of the Shoreline Master Program. The proposed development is consistent or inconsistent with (check one): CONSISTENT INCONSISTENT xx N/A PSE Fiber Optic line Policies of the Shoreline Management Act. The guidelines of the Department of Ecology where no Master Program has been finally approved or adapted by the Department. The Master Program. ~d~ Neil Watts, Director 1 Development Services Division Attachments: Legal Description Vicinity Map Site Plan cc: Owner/Applicant Contact File PSE Fiber Optic Line LEGEAL DISCRIPTION OF PROPERTY: 1. SITUATED IN THE SW QUARTER OF SECTION \6, TOWNSHIP 23, RANGE OS, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. 2. SITUATED IN THE NW QUARTER OF SECTION \6, TOWNSHIP 23, RANGE OS, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. 3. SITUATED IN THE NW QUARTER OF SECTION 21, TOWNSHIP 23, RANGE 05, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. 4. SITUATED IN THE NE QUARTER OF SECTION 20, TOWNSHIP 23, RANGE 05, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. 5. SITUATED IN THE SW QUARTER OF SECTION 09, TOWNSHIP 23, RANGE OS, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. 6. SITUATED IN THE NW QUARTER OF SECTION 09, TOWNSHIP 23, RANGE 05, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. 7. SITUATED IN THE SW QUARTER OF SECTION 04, TOWNSHIP 23, RANGE OS, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. PUGH SOUND TALBOT HILL -BEVERLY PARK ENERGY ADSS FillER OPTIC PROJECT V1<::INIIYMM' T-1038 SAMMAt1ISH .. YITULLI (SAMMAMISH CCflR[OOR) -~~ -'-, T-llafj] SAHMAMlS!-' -VITULLI 3 i-Il"lel 8£I'Ei".l"1 -COTTAGE BROOK > ,IBOTHEl..L JU"'CT10~ T~"807 SAMMAM1Si-I i'-,j 'Ii' 1 y .-~~' r~ ~ I' • , ,"-' I' > 'I C' ! ·W , ~: .. )10' -> ~ It I L J I, \ , ' , > ,.1 1-1317 MOORLANDS" VITULLI 2 j 1/ / LAKESrDE -I ,0 0 \111"'\1' I'V,f.\,>\,F9I OB\lt'c,\i~ of' n"t!\ ot\ H.~-%~ __ l'i;"~: " 1L. ... ~z~ i T-Il"l4 TALBOT HILL -LAKESIDE -l ~ ,---~ ~ " ( \ .> I J :L___ ~!. ----~, ",J I III ~ \. ____ • __ ----V::& '~-·i--'~ . !--} II I '. 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'" CrillnIA, ... ~","",TEOWOODl'EO"'" D_Co_"' __ '"'9"'~ ............. ro-ES :::J'J"QCOCOOO ...... -.... ::w_ ..... 'hJP.Ol..0PB<~ = "OQCoL_"""",,"_, :::i2l WlrE """",-COHIEt_no ... =.""Co.,.,.,,_ 77W1iT1..M'OO ."",,0., __ , ~-.., ... ., ... _ ...... """ ..... '". M Fee' Site Plan Supplemental Talbot Hill -Beverly Park ADSS Fiber Optic Project GEOENGINEERS CJ I FIGURE 1 D- 0--. -.-. ...... GEl F..,ld S~.to!>n __ ' .... _ ~.mButrOfI,.~LI'~:IWol._bull' ... (f1.IJ --'---_so."", ._-- IZ:ZI-... -[;:3_ ....... Crili<..:lIA ...... L -... "" ~""'~ral~c ... " ° """c._ ... _ ......... c."'.rr ---, ........ H<LONE. =.,."eoC--..... _ -~====:~, ~:~==~' -- '" '" Feel Site Plan Supplemental Talbot Hill-Beverly Park ADSS Fiber Optic Project GEoENGINEERS 0 rIGU~E2_ CJ- 0-- e_ -- _0." __ T ... --.-__ or~~_I_._bu!l"I ... t) ""--,~ =.. L -.. " >'--.-..... 5 .. _ -L -.. '" --.""", .. -- e21--D~"""" CrHiC<dAnO$ All'A",Owo:>lfeCOWl D ..... co """""" ""_ .......... _""""'~ ..:= .... ""c"" ........ _ ~_ANNA""""-""""."""" ="",ea_""_ B_nOU'O ... c""".N""'''''''''' =""'(;0 ... _ .... _ -__ CaL.¥>(lO""_ =-"'" = ......... _ ..... """,.,., .00 , 0 '00 W.', Fllel S Site Plan Supplemental Talbot Hill· Beverly Park ADSS Fiber Optic Project , , .,'¥ Gel Fi.ld SIooI"" •• D- 0--M __ .T....-,. S_m -"'(I..t} Pot ...... IW ... ndo buft'or 11"'1 ___ E .. ~ :::I'" L -~,. _ .... --.::J1'I L -~'" '" -""'_~"'-Feet ~-.. -e_ D~"""" '- Site Plan Supplemental e-- C<~it.,,,,,, .. ="""'11"OWC<>Of'li:CKe'I D ..... c."' .. __ """' ...... ""o·,~ ----"""",,..,,,,,,,. --...; .... cocooo ..... ~ ..... ::::JL.ItS'J<~.TUIW""""~MCE ~~'9c.'_r .... "' ........ Talbot Hill -Beverly Park ~,...T'!OfO"<I.C~T1ON. ~"""C.E"''''" .... _ - -weTl.AAOS ....... co,..,. ...... ...... .,-_ .. ... "'''''-.... ~. i ADSS Fiber Optic Project I GEOENGINEERS C;; !FIGURE4 City of Renton LAND USE PERMIT· PROPERTY OWNER(S) PROJECT INFORMATION NAME: PROJECT OR DEVELOPMENT NAME: Talbot Hill-Beverly Park ADSS Fiber Optic Project ADDRESS: PROJECT/ADDRESS(S)IlOCATION AND ZIP CODE: CITY: ZIP: The entire project traverses approximately 34+ miles within an existing transmission line corridor extending from the City of Renton to the City of Everett. 3.6 miles are within the City of TELEPHONE NUMBER: Renton starting at Beacon Way 5 and heading in a general north and slightly east direction to Olympia Avenue NE near Newcastle. APPLICANT (if other than owner) KING CQUNTY ASSESSOR'S ACCOUNT NUMBER(S): NAME: Puget Sound Energy See Attachment A COMPANY (if applicable): EXISTING LAND USE(S): Residential, Commercial, Industrial ADDRESS: P.O. Box 97034 EST -11W PROPOSED LAND USE(S): Same CITY: Bellevue ZIP: 98009 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Low Density, Residential Medium Density, ./ TELEPHONE NUMBER 425-462-3821 Residenijal Single Family, Center Village, Employment Area - Industrial, Commercial Corridor CONTACT PERSON PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): Same NAME: Larry Tornberg EXISTING ZONING: RC, R-l, R-8, R-l0, R-14, RM-F, CA, IL COMPANY (if applicable): Puget Sound Energy PROPOSED ZONING (if applicable): Same ADDRESS: P.O. Box 97034 EST -11W SITE AREA (in square feet): 1,900,800 SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE CITY: Bellevue ZIP: 98009 DEDICATED: None SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: TELEPHONE NUMBER AND E-MAIL ADDRESS: None 425-462-3821, larry.tornberg@pse_com PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (ij applicable): None Q:weblpwfdevserv/formsfplanninglmasteraW·doc 01/31/08 PROJECT INFORMA TION (continued) NUMBER OF PROPOSED LOTS (~ applicable): None NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (~applicable): None NUMBER OF NEW DWELLING UNITS (~applicable): None PROJECT VALUE: Pili p I.h!!le (JJ)K IS THE SITE LOCATED IN ANY TYPE OF NUMBER OF EXISTING DWELLING UNITS (if applicable): ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE None SQUARE FOOTAGE (~ applicable): Refer to critical areas SQUARE FOOTAGE OF PROPOSED RESIDENTIAL exemption and waiver form provided by Jennifer Henning, BUILDINGS (if applicable): N/A Ii'! AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF EXISTING RESIDENTIAL Ii'! AQUIFER PROTECTION AREA TWO BUILDINGS TO REMAIN (if applicable): N/A IJ SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL FLOOD HAZARD AREA sq, ft, BUILDINGS (if applicable): N/A Ii'! GEOLOGIC HAZARD sq. ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL IJ HABITAT CONSERVATION sq, ft, BUILDINGS TO REMAIN (if applicable): N/A IJ SHORELINE STREAMS AND LAKES sq, ft, NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if IJ WETLANDS sq. ft. applicable): N/A LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the followina information included) SITUATE IN THE QUARTER OF SECTION _, TOWNSHIP _, RANGE_, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON, TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. Shoreline Permit Exemlltion -No Charge 3, Undergrounding Utilities Letter reguesting 2. Critical Areas Exemlltion -No Charge exemlltion Prellared by: others -~100 4, Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP I, (Print NameJs) Larry lomOOre , declare that I am (please check one) _ the current owner of the property involved in this application or ~ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. (Signature of Owner/Representative) (Signature of Owner/Representative) Q:webJpw/devserv/forms/pJanninglmasterapp.doc I certify that I know or have satisfactory evidence that L..('H'(~ -:TOto pet f'-~ signed this instrument and acknowledged it to be his~ ee and voluntary t for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington 01/31108 2 PROJECT INFORMATION (continued) Notary (Print) 1?4 ~-et± 10, \?"lTS My appointment exPires::~_'~I-=--,1c..5L-=-'!'O~' ~qL-_ Q:web/pw/devscrv/fonnslplanninglmasterapp.doc ) 01/31108 0423059002 0423059023 0423059035 0423059069 0423059142 0423059145 0423059169 0423059269 0423059282 0423059316 0423059342 0428000010 0428000015 0428000020 0428000025 0428000100 0428000160 0428000165 0428000190 0428000195 0428000200 0428000205 0428100530 0428100540 1523059233 1623059015 1623059033 1623059053 1623059068 1623059078 1623059078 1623059081 1623059082 1623059123 1623059135 2064800050 2064800060 2064800970 2064801150 2064801160 2123059003 2206500240 2854800030 2854800035 2854800040 2854800045 2854800050 2854800055 2854800060 Attachment A King County Assessor's Account Numbers 2854800110 2854800115 2854800120 3449820150 3449820160 3449820170 3449820200 3449820210 3449820260 3449820270 3449820280 3449820290 3449820300 3449820310 3449820470 4307300390 4307300400 4307300410 4307300420 4307300430 4307300460 4307300470 4307300490 4307300500 4307300510 4307300520 4307300530 4307300540 4307300550 4307300560 4307300570 4307300580 4307300590 4307300600 4307300610 4307310380 4307310390 4307310400 4307320220 4307320230 4307320240 4307320250 4307320260 4307320270 4307320280 4307320290 4307320300 4307320310 4307320320 4307330270 4307330280 4307330290 4307330300 4307330310 4307330320 4307330330 4307350020 6388900620 6388900640 6388900650 6388900660 6388900720 6388900740 6388900760 6388900840 6388900990 6388901030 6388901110 6388910070 6388910290 7227800425 7227800500 7809200005 7809200010 7809200015 7809200020 7809200025 7809200030 7809200035 7809200040 7809200045 7809200050 7809200055 7809200060 7809200065 7809200070 7809200075 9237800060 2023059001 2023059001 2023059002 2023059003 2023059050 2023059050 2023059066 2023059066 2854800065 2854800105 4307320330 4307320340 LEGEAL DISCRIPTION OF PROPERTY: I. SITUATED IN THE SW QUARTER OF SECTION 16, TOWNSHIP 23, RANGE 05, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. 2. SITUATED IN THE NW QUARTER OF SECTION 16, TOWNSHIP 23, RANGE 05, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. 3. SITUATED IN THE NW QUARTER OF SECTION 21, TOWNSHIP 23, RANGE OS, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. 4. SITUATED IN THE NE QUARTER OF SECTION 20, TOWNSHIP 23, RANGE 05, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. 5. SITUATED IN THE SW QUARTER OF SECTION 09, TOWNSHIP 23, RANGE 05, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. 6. SITUATED IN THE NW QUARTER OF SECTION 09, TOWNSHIP 23, RANGE 05, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. 7. SITUATED IN THE SW QUARTER OF SECTION 04, TOWNSHIP 23, RANGE 05, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. • I, I ; i I I ililll N.,.. 16-211 ell NoY 8~9 :lil. ..VB Th .. f<lderal Land .daDk Or Spolrone, 8 oorp under the Federal '""m Loa n aot al'Provea .rul 17-16 to .Tohn MoPhersCll --'. Sill &8 766 ---,r(1n 11-24 ---885 ---139 --- The rta, pi'1v and IlUth grantsd to Pu,;nt Sound power 6: Lt Co under tM oertain esmt exa by John Alol'heroOl1, " baah ond 1'.;0 1n vol 14.16 ot deeda Pi> :S95 reo 01' kow over, upon, and (10 OSS the tdrs sl' 1n itow s, ot alii ot S'~:t of tieo 10 Tp J5 N R 5 .... 8%00pt1ng the 00 roed This part .. rel 18 made for 'he purp of oorreoting a prior pertl. rel dtd .rul &-211 Ud for 1'1,0 on tiop 7-29 and reo ln boole 1099 ot rotS. PI 2'111 as aull tll", No 2D582S:: "f tha ree ot kD I'l'W ---bel lno slg and ole am --- Order lioY 1 EHIII oot IIl1-29 9-111 Vege ot PUb Wa, ort ot OOlJlBr Ia re J,pp110 No 15726 by Pug" t Sound ?awer _ Ll;ht Oo!llpSlY for rt at wa7 to~ tra·3 1Il aver o8t'ta1n a ta ta lds in ko 111 appearing to tbe Comsr at this time tht appl10 No 13726 was tld 1n thia ott by the l'uget Sound P.er 6; L1C!* 00 tor an seat tdt' rt ot W87 t01' tran.uBslon Una over ana aaron thl J!:I at Nil!. the swt at Hii' and Lot 1 090 111 Tp 23 N R 5 E Juat JJ: ot l'1enton, Icow and It turthv app.u1ng tilt tha applloant is a pub DOrp propolling to oon.tN.t acroSB tlw 10. oo .. ered b7 sd "I>P110 a t",ana In tal! the purp ot trenam1ttlng "leotr1D p"".rl tht t4. 14 wUhln the rt ot WIV' 80 applied tor 1 s ltd to an emt .Ilea tor tll8 pIll'p reqUired to~hr with autt Id on elther side thot tor 1D!I%'U8 am egrese to 1IlII1ataln and repair the om, and n turther appearing th t tt,18 rt at way runs cl1B&OlIO.ll.7 tbru til. 1"6 involnd &na i.olates a p~n betw the pr ..... rt~ at ... ;, !l%'a.I\t and a tortner grant made to thia BIll Co under oppl1o No 13"011 tht 1 t "Ul. bo neo in the granting at the 8Etll to proTi"e t<1ll' 1ncre". ana BS"'eaa to ad 1s01ated U,tht tlwre ere no 1mpvta bEtl01l61ng to *he etate and til. Ld iDa 1n ad rt at wq eLld thlll'e baing no rell80n why 154 rt 0;: wsy shoUld not be grant'ld, 1 t 1a thtoa OZ'dua4 ali4 deterL41ne4 tht the fuU val 01' the ld 1na w1tbl.n the Bel eppl10 tOShr w1i1l 'hft full Val. at the Umber tbon b8 lind the am 1a hby t1%ed and "!,prs1,,ad at $11125.; tilt sa "",t toghr will!. th .. at&t ta. tor hau11lg 11 .erti baa baea pd and the rt, po .... r prlT aJI4 auUl to oonatruot, oper,,'e and tno1nta1n II tranemi_lon lJl 0 .. ":1' and aOroa9 the lei htnB1'ter dea III1Q' be exero1.ad 1.11 aocord- enoe '311$11 the stdute. The ad ld 1110 lf1thln thls rt at way blllng more partl0 d t Tiloae portllll 01' tbe Et 0 l' rlWh tha SVI! at NVlt all1 Lot], s .. o 16 Tp 2:S N Ii 5 e. 1no within thot lim1ts at e strip at ld 100 tt 1n 1I1d~1l h.~Y1nl,50 rc at 110011 111 dth on .eoh side at the 1'01 dell 08n,1I1' In: Balp on the N 1D at sd S~o 16, 1123.16 tt Il at the '!uart ..... ~ 0":1' III 14 !I lD end run th S 3°52'10" If 831.6 rt, 8 33·03' 28" If 3655.11 tt "nd S 15·""'55" E 2118.4 tt to a pt on tla S ; .11 ot ad sn 16 wah h 926.11 ft E at tlJ> .w 001' thot lbb,t bo .. er to llt at wey for po ... r in .grontfOd toW.T.Sakar thrU d"ea 18su,,4 .rul 850016119, 81so SUbj to rt at w87 for Uo r<:>lld granted .ran 10-23 under appl10 No 663, also SubJ to rt at way tor trllDB 111 gr8a"d to Ob1oago, Ml1 lie St. Paul 1117 Feb 17-111 und,l' sppllo lt~ 10511, , Til. rt 01' .a7 hlD11bOT. duh •• an area 01' 10.52 BO eco t" tla plat that on t11e 1n the ol:t 0 t til.) 00"'1' at pub lode at O-lf, .. 111 It U further ord ana determined t!lt thia 88mt 1a grlll1ted eull3 to the rt. ot tile Suts or ita .uo to In(ll"el. IIDd el1'8.8 to reaoh noh 14a 111' UlJber .~ me7 be 1801ate4 or out ott t1"01I ..... uxt. aooen to roal. 01' trllll.lportaU(lIl, 1_ belng 1II100el' tilt under 110 OJIl011 are J.i:1D8 operationa or other 11lts to la'vtera .1tll or UBIDIlSl ella illS lihe 01' appurt tUo U 00n8t4 b;V the gtea thin tile PUg,t fi un4 Powv " I..t 00 Dom of Pub'W 61 O. V.S.Tldp, oon 01' Pub W. Ull am el 71!8) (8) z.", • • • . , ;'\ , ! , , , , ~ I , ~ , ~ J D lIec 8 43 May 13 43 ~10.UO, •• J 5511's, 50st. L. A. J~;ns and Elizabeth Johns, hw, to IIvsephi.ne M ... Koefeld&, a slngle WOmail. Fp cy a.o.d warr to sp, the t'oldre,sitiJikcw: .t" Ii' ") J35:;4J1 p z. ,g~ 2.-7 Beg ~lU t't souto 01' til. NE coroer of the SW. 01" the NW~ of the NE" at' Sec 16, Twp 2) N.R. 4 E.W.i<l.; th N 89.5'29" '11:;:60 ft to th" true pt or ~glnning; cootinuiop. th N 89 0 5'29" 'II 70 tt; th Sly parallel with ths E bOWldery lin" or 3d tract 210ft; th S 89.~'29H l> 70 ft; tll lUy parallel with t10e 1!. boundary 11~~ 0:1" ed tract 2:0 rt. to l'.he pt of belJiwling. Subject to This deed is given io fulfillment 01' a re contract oonditioned for the conveyance 01' the sll property to Josephine M. Koetelde and is subjeot tu encumbrances assumed in sd contract and til. warreJlt1es herein do not oover the acts of the undee in sd oon~ tt'sot or theil' !issigns. L. A. Johns. Elizabeth Johns. ~ow May 13 4J by L.A. Johns and Elizabeth Johns, hw, bf Rabeet F. S8Jldall np Wnresat B ns Apr 10 t.'1 I filed Josephine", Koe:l'eJde, 2433-130 ~laoe S ?) 88, >/" c;, D Dec 8 43 )3534)2 ~ Oat 16 43 ,,100.00. 2.1~ .. Ben J. Pays and Rosina H. Pays, husb and wf, -oz."! to Jaok W. Stitt and W~rguerite E. Stitt, husb ana wf. Fp oy and quit-claim to sp, all rt. title and interest in and to the foldas reap property, to-wit: The St~f the Nt of tne Lot No.9, in Block No.4, of Clark's Second Addition to the Town O~· Kent, in Itow. Ben J". Peys. Rosina H. Pays. kow Oot 16 43 by Ben J. Pays eod Rosina H. Pays, husb and wife, bf H. B. Madison .lip Wnresat Kent no Jun 9 47 (filed Mrs. Jack W. stitt, Kent, Wn.l Easmt DSc 6 4) Nov 30 43 ;;750.00 &cvo. Rose Edwardo and Joe Edwardo, her husband, to Puget Sound Power & Light Comp8JlY, a 1~SB, oorporat10n, Fp oy Rnd grant to sp~--sm as ZI ~982761---single line of poles or tow.rs~-~ That "ortion aI' Govt Lots 1 and 2, Seo 16, Twp 2.3 N.R. 5 E.W.M., desasfols: A 50-toot strip being 25 ft on eaoh side of tbe toldes- eenter line: Basp S 89 °54' 50" E 1000 tt from the SW oorner 01' sd Seo 16; til N 1)044'00" W 1150 ft, m or 1, to the N margin or Stete aoed #5, and the true pt of beg1nn~ng; th N 1,3<44'00' W 910 ttl til N 33 0 03'28" E 750 ft, m or 1, to the N line at ed Govt Lot I, beins a 50 it strip of land lying E of and adjAoent to the ex~ istine: trsnsmission line rt of Vlay; also one anollor rod to be install- ed 40 tt fm sd center lino. The center line of su transmissiop. a'd distriQution lin~ to be located as follows: On the above ieso oenter line, provided tIle grantee shall mOVe or relocate any 90l'tion of the above line wh may inter~ere with eran- tors' future use 01' sd trflct, on grantors' written not'ce. 8::,d at grantee's expense. rro~~ethar ,vith the l'1!§hts .. -.. sm. as f()rm~eH:ot;Jl't pF.lI'eeJ"Bpl: prollip.,ing for release 01 any mort/gage, st ... !Ct··~n .. Rosa l!:dwElrdo. Joe ':dwardo. kcVl Kov )0 43 by Uose sdwf~rrl0 and Joe &dwsrdo, iwr llusb. IJf ~dwnr<1 1. 'fhwlllg "~Wnres,,t 5 n ~>e" J ''-1 (filed 1-31'1,_01. 4-',_. t:\~~'ii-;·t,trt(~,., ·;;/~···;-:-·:···~-·:·~:-~:;~~;I: -·"~"'.c·;-- )":'_':'2_': ____ ~_'.'_._.~_, , .' • " • ,,:, '\-I D Fld ,I,,, 19 I9~~ ~-48 'i / _.,: (-2bl~lOu \IJ Nov 1 1928 y 1 IJJ:.t1 0 oorn ~ c. h. .a..uel.la 0 JUnodlJle. u.nci Jl. V lilnsu.;.lC:. art oj' !.ho uu. lrc\,;:, - to harlc3 1" KenJJf~d'y t:.rl~ ',3iUllCh (i. ... .;.e) n~d'y iMt tp 01 and q 0 to .JI~ ~ll 1nt In Lbe . lei i olC'"'Vi lot 7 olk 9 nlvcral ty hr,"ad to ~I,e c of" 1, u rlnadule 31 H v Hinsdale 91 kow on .i.!i.)V 1 1928 "':J L ollu U InfJaule. l,.Ill.' H , ii l,nadlJ lO, bb ~d .Luella U m:J~dllU h. ... viJ'l{; .':l BflCd thl~ 1re' L C :-In,'duJ.l, ;101 J!s.l'l'Y .J Kuan n p ~.'or wn r<:::1 I; t tJ l1U JUD 1 J.50~.1 nay II H Fl10k n.; kBe bldg Order fld ~QD !~ 192~ Dt Jon l6 192~ Depart",;unt ot Pub J 10 L&r.ds; \ '" :)-, ~ ~ 1 f 1,_ '! atrioe of' Cortllf;1I:islonel'. III re op 11o/..<1:!OD liD l~-:;Og by tlle Pug.t ::lounl .t'OWB,r &; .tJ.ght UompPI.¥ tor ~~lt or way tor t~aD.=laolon lin. oYor certutn stu e l~naa 1n l~ " ,/.1 ....,. '-" ~ It "ppeuriJJf:j: to the OQmr fJt tblu tlrlG t.lu,t appln ;;0 1-.:4J9 ,. WaH nu in blGu1"rioe \l' tho ::\180 t Jaund Powor ~ 1.1ght 00 ~ (t\ ,,~ \...t11 for u.p {~SCH1eDt for rlr.>llt O!'WI.Y for :"%'unll J_sst .... :i line over UJld -,J aaro~a ~o ~45 the 'lit ur 11 i~ ana lot 1 ol'oeo 16, twp 211 n ~ 6 e .. m \JJ ltow; \ I. '1-- AI1~ 1 t furt;her • pourIng th.t ~ho ""p!tOOllt 10 U P"~ oorp propollns to OOJlutl'uot aorosS the wnd Qovorl:d b)' utl I:.IP1lil1 " tirana baton 11%;:8 l\,r-tt.o purp u1" transmlttlnt:. dleotrlo .,. ... (l':- power; t,at tbe U,114 wIthIn the rl t otwoy BO uppll.d :or is " ..... 11m1 t.ad to an ;.!J'It nOD.~BfJr'y rOl' t hQ purpouo required, to~eth "I~ sun lund On either _Ide tho!" )'01' In,,r ... onu ogr",". to ·ioII'nt.ID and l"~Pb1J1' 'bo 11_.; LUlU T It further appearill/< that tho rtsht ol'Wn,v rna 111 a gOT,1 , nly l;!. :'I:'eofiD j;a~o .. B" land t 1 tlV J llg bet tluil wea--I lille of the t ,ghl or way una the we.t 11 Dr J\ 000 lti t 8 tl'ln':6ulkr ~t 01" 'Wlld ots [Q.croh,unt:. ble timber, f.nd t;· lit it wIll be nGl'J8aB"I'l'Y in i';:runtlll& ot the BuaePJellt toe provide fu'r t: r. .10r.;r.iJJlG of this timisZ'; tbu' there ~l'e no 1. •• vta bolone1rtg to tlJeatute OD the lbDd 1 01ul'l84 wl.h1n u4 rlgbt of wal' and thel'c b Ing no reason wbJ ud 1'1e,hL of' .81 should notba Bruntea; it 1. thoretor Ordered tilld IIlhrmI".d that the full volue or the l:,no illolUlled wU,ll1 ,tha.t applll togethe~ w1th tho full volue orth. tImber t',lPl'eon, be Gild tha am iu bby fixed DDd&ppr 1.8 .. 4 at. ;;;;2686~ tut auld smt togeLhol'w1th thE! IlItEitutD17 :rae tor :laul.lllt; a oet'tf hUG bean pall1. Blllt tne rIght. pow£lr. pl'lvl f.'ld lIutht..V to Don- atl!'uot. opel'lIte una 111~1nt;.uln .(a trans lssion Ii oYer una •. ora •• the land blJ11tl tar del m: y be exerolJe4 10 oodanoo th tho Dtatu,oq. ~b. ~d Lund Inolud.d w1tnin tnis rl8ht ofwuy bo' ng OIo.'e ptal. " t, ~ -rholJC p. one of tbe ~ifI.i. uf thy", I1nd lot ~, BeG 10" twp jlll\IIorth, "lIS. II oast W m Inolud,ad .UhII1 til. 1ImlLa 01' " .. trIjl Or ltolld U n 111 widtb do. by ",.t.8 alld bnds •• role: bell at Q pi OD tbe south .no 0("<1 •• 0 16 wuh h 46U.74 rt out of tl,O .11 ,0" thOr""d l'g tb. II '/ 4eg 20'3\)" west ~2B,OIl r$ t;D It (!1. on the \~Q8' llnu or Jd sedt.loD woh 10 r: 0 def:' oot;:;.5" oasL 7503.n'1 t~ 41IJt trDm the lj,U rter BOO 00l' on ad WElsfJ 11no: tb al ad W08!: 11 .II 0 dog 00'20" .. ,.t 5a~.B2 ft; til .outl> 27 deg ,,'au· II lIn.BlI n ana J 7 •• g 20'W" u.t ~62f)'21 ft to B pt on Lhe Mouth line oi'un Deo 16; th Vlullt ulud IHn.tb Uno 00".66 tt to oapt otbog; the rlg:I'Ii ot'wn,:l hlnubova de.:) hllJ an ~·rea of 11.2. borea a.odg to tho platt hot on ,j In til. ofo ot ~h. 00'>11' ot pUb lund. atollr..,1o.. I'll sh. And. l' 18 fTlr'lih I' order~4. LUI detol'lft:ntJd "hat t.hls leuelJJon'L la granted IUbJ 1.0 the r1Ghl,ij of tho BtUI' itll QUOD to remon the timhl' ho .. lot 1 ot a ... 16, twp 2~ n r Il ... noaa t 10 tigh O'''"l •• l~r.nt'd. It being tmaerBto d Lta.t nd8J!' no oOfidlt1DJI8 liZ'e (FOR' ·- •• . . !l:ilUQl-1! 1.9~:1.111' .. ,.. .. jI$j. ...... to interfere .-Ht. or .. "Ill/.·t,e .,., t"IUlSr.\ as 1<>%1 11 tIS' UJ'id.-.n", ... 1ibe;t'et~ -51::t DUDS'truet.ea. n:, tnE 61't!J'. ee $ .... ~e'1.S1:t _e _itS S:oun4 l'Dwrer <i ~1ubt Ior"'Gi,DUIlJ' ~~.o:n U l!lSP ~ , ~cvi~e. va~ g~ pub l~~ ic..il Jl1Il! laJilo ... ,,1) tv~ 'WIlII .. Web"h" ~o 1I~' Gc~;r~l zp~m~1al hldB "C'h-:~:;~ ) ~.u"le !rtU. !na·' ;;0"11&" by • ....'bWI XOIllll.... d •• p .... ,~ ~ 1 0100», •••. ~ 8MJ Itte ." .. 18 1I2~ 'M ~ AIItll .. " XO\lJlllu, .110 ~ 1 QUo .. , ,.10. pr'. ~.,. ... , ••• , of • , , to --oorp f'DI'ID --h1' ~ R ~,,» n p AI' .. H ....... !lOY' 111;,0 1'14 b)' In 00 1 FORI 342169£; 10RT.WSSTZRI IMPROVS.Z.T CO.PARr THIS J)J:G, _ae ~ went7-...... nth 1l.a7 ot Jul.7. In the 78&1' ot oar LoJ'4 on. thoullllOl nine Imndred tortJ-tour, b7 the ROR'rllWDTERf IIIPROYDmlT C<IIPAllr, a oorporation ot the Std. of De1.w.re, gl'lllltor, to ~ PUGE! BOORD POWER & LIGR'l' OCIIPAIIY, a oorporaUon at the stat e ot Ilanachusen., gl'llllt.e, IIITRSBSftH: The grauor, 111 oOllsl4el'.Uon ot the INa of one doll.r (11) uto It p&1d, the reoelpt ot wb10h 18 h.reb7 aODowle_ed, do .. h.r.b7 ,l'IIIIt uato the grent.e, It •• uoae •• or. end .esigns, an ...... nt aIId rieh' of w.7 o"er en4 aoro •• that part of the lIorChw •• t <I\1&rCer at lIorCh .. st qu.rter (Rwtotllllt) o~ S.oUon t_t7-one (31) in To .... hip ,,,"t7-thr •• (31) lorCh, RaIIge tln (5) Zut of the WlllaMUe •• ri41 ..... 1:111& COIIIIt7, W.ahlngton, 4e- eoribed b7 aete. aIId bounde .a follo ... : ----_______ _ ... 1l1li1111 .t a polllt 011 the .... t ll11e of .aid Seotion 31 41etallt fOWor h11114Nd Dlae'7-.ieht aIId .1ght7-n1a. hIIIIdN4tha ('88,88) teet eoaCh.r17 froa ~ north .... t ooraer th.reof; thelloe Dorth ...... t,...OII. legr ••• tClllr allluh .... t (I. 'fl· 0" Z.) tift 1mn4r.4 .eyct.811 IIIId tllO h1ul4re4th. (517.02) te.t; thellOe north .1s _Ne. 'went7-thre. a1IIut ...... , (I ... as' W.) three hu4r.d t .. ent7-tlft (115) teet to • polllt OIl the lIorth 1iBe Of .dd Seo- tlon 31 Ill.tent four haD4Nd tb1rt7-s."en l1li4 twent7 hall4re4th. (1I'f.20) tee' .a.ter17 troa .&14 northwest ooraer; thellos e •• ter- 17, alOlllli .al4 DorCh ll11e, two hun4r.d on. aIl4 81st7-ll111. 1aIn- 4N4th. (801.61) te.,· thelloa .outh .1s 4esNe. t ... Dt,...thre. ainuts .... , (S. .. 21' S.) toar bandred fUt7-DlIIe end thirt7-two 1n1114I'.Uh. (461.32) t ... ; ~Doe north ..... en',...oa. legre .. folll' alilut •• ea.t (I. 'fl· 0" B.) two hall4re4 .e".Dt7-eiehe en4 ae"ent7- foul' halldre4the (878. U) f.et·, theno. norCh , ... l"e 4esNe. fort7- ... eD a1IIuhe .... , (I. 1. top W.) three hundred ... et7-on. a114 on. hun4N4Ch (371.01) t.et to • polnt 011 Che aorCh 1111. ot 1&14 S .. tlon 31 41ataat s1ght han4N4 •• "ent7-one an4 tltt,...two han- 4N4the (871.52) t.et e •• ter17 froa .a14 norCh ... at oomer; th ..... ••• ter17, along .&1d north UII., one han4r.4 three (103) t •• t· thenoe south t .. e1". "'8re •• tort,... •• "811 ainut ..... t (a. 11" '7' E.! tour hun4r.d thirt,...e1s and twent7-on. hunlre4the (US.31) te.t· thenoe south .8"ent7-Oll8 degr.es tcur ainut ..... at (8. 71-0" •. l .1e"en hundre4 tUt7-lIln. an4 tUt7-nllle hun4l'84th. (1159.59) feet to • p01at 011 the .eat 11ne at ea14 SeoUon 21. 4latant .1gbt hundred nin.t.en an4 alstJ-nlne bun4Ndth. (819.69) te.t .cather17 troa the northwe.t oorner th.reof; th.noe norther17, alang .a14 .... t I •• , • .' voL2~A ~617 1111.. three hWl4re4 tw.t, Mol a1ght, hunclMldth. (130 ,80) teet' to the po1llt ot bes1lln1llSi oOftta1ll1ng .ight and t1tt.en handre4th. (8,15) aor •• , .ore or •••• ________________________________ _ boept1. Mol r ••• l"Y1IIS =to tile grantor. ita n008alOr. and a .. 1gn •• tor .... r. all unarall or aD, natllre whataOlYlr. 1nol1141nc eoal. 1ron. ndural gaa and oU. \1pOD or 1n lald laad, tog.tller w1th tile lll' or luoh ot th. nrtao •• 0 1187 lie n.o ... ar, tar .x- plortng tor an4 nunc 01' oth.rw1I. extraatlq anA o&1"l71ng aw.., tile .... e; blat: t:IIe gl'lUltar. it. "00'''01'. and a .. 1gn •• ahall pa, to tbe grentee. or to 1t. ROO".or, or a'daD'. __ lI&1'It.t .. ala d tile t1M II1n1nI operat1on. ara 0 .... no.4 ot _oil port1on or th • • urtao. a8., lie 11 •• 4 tor .uGh operationl. or 1IlJIU'I4 therall,. 18- 011l41nl an, 1IIpro .. __ t. Uaeraon; the lall4 hareb, oon ... "d b.1IIS IUllJlOt. hOw .... r. to an .a .... nt In the pulllio tor an7 publio road. IIeretotore 1&1d OIIt or .. tabl1lh.d. and no •• xtat1llg 0"1' and .... ro .. an, part or the p1'lllh ... '0 HAn: AID '0 HOLD the .u14 tr .... t ot laa4 u1l0 tbe grant ... 1 t .... 00.""" _d a'daD'. .0 lOll(! •• tile ..... Ihall be g .. d tor po •• r tl'lUl .. l •• 1on 1111. purpo.... and wIIen .... r •• 14 trenamillon l1ll. ahall 0.... to 11. -.tnta1n.d. the a.t.t. hereb, IraDt,d Ihall re ... rt tD an4 b._ .... ted .b801at.17 1Il the &&1d lrantor. It • • aoo •• 80ra Moll "'lIn •• -------------------------------------- II WI"'':I! 'IRERJ:Or. the grantor hal _ .. d tbe .. pr.~~I).1i" ... ,. to b ••• al.d nth iC. oorpor.te .eal and 01ln.4111 ~~' : .. ~"":' .. :>, '" .... ~ .. I,; I' j"":C \, VICE PRESIDEN? _ 4a7 and 7ear tlrst .bo" ea ,.,' ~ .,,. " "':' 12 OJ "\% f '-': ,c;-· .... ~!l1 : *' ! . 11 • 11IDI~ a::!':r::":1 !;:re4 IOI!!'RlrE8'ElIIf IDkI\', \"-J',~",,~,;'/ r;; .. I "~)' •• !,~"O'1t. ~"',,,>"" ~ ~ ~ ". ~ .. "" ..... ~~ '. A ·._··~1r1·i··~:I\.'\: ," ~ fL 4t..e '1 87 ~"I--, L .. > ':...:,~," ; ... ,' j VIdE PRESIDEiii" a. . SUTE or 1WDI1I:80'l'A ) CODH'IY or JWlut ) ... OIl tb1. /,'l-?f !Sa, of d<?m r--A.D.lII". before •• p81'80Dall, appeal'e4 T.jll. HOOH6S • 10 0 •• nown to be the VICE PRESIDENT of the aOl'pol'aUoD'lbat eDOIIted til., w1 tbi .. &114 fol'lS01Dc 1n.tl'll- Milt an4 aomoWledged tbe uld 1n atl'll8ent to be the free and .,01Ulltar1 act an4 deed of .&1d corporat10 II, for the 1:I8e. and purpo.e. th.rein .... tioned. aDd on oath atated that he wa. author1c.d to .zeoute &&1d in.tl'Ullent an4 that the .e&1 af- Uud 18 the corporate _8&1 of 8el4 oorporaUoD. _____ _ IR WIflllI:SS 'liHEHE0J'. I ha.,. hereUDto eet ., haD4 aD4 ar- f1x.4 ., ot:rlo1al .. &1 the !Sa, an4 18&1' last abo.,e lII'ittea. ~«~e~ sao A. .ERTU .. &EN. N.t.ry Pu-,ic., Itam'''r Cour>ty. Minot. M)' a._ml •• IM £~,(ru Mud. 20. 1t047. 3. ,;:;;,','y,,- By law this information may not be used for commercial purposes. ssessor al Property Records: ." ,"" '.- PUGETSOUND Parcel Number 2023059001 ENERGYIELEC Account Number 2100 Tax Status OPERATING Taxable Value Reason OPERATING Appraised Land Value S73,000 Taxable Land Value SO Appraised Improvement SO Taxable Improvement Value SO Value PUGETSOUND Taxpayer ENERGYIELEC Parcel Number Account Number Levy Code 2023059001 202305900104 2100 OPERATING Tax Year 2008 Tax Status OPERATING Taxable Value Reason Appraised Land Value S82,OOO Taxable Land Value SO Appraised Improvement SO Taxable Improvement Value SO Value Assessor Parcel Records: District Name RENTON Property Name Property RESIDENTIAL Type Plat Name Present Vaeant Use (Single-family) Plat Block Water WATER System DISTRICT Plat Lot Sewer PUBLIC System Lot Area 373,744 SqFt (8.58 acres) Access PRIVATE SectionfTownshiplRange NE20235 Street PAVED Surface Assessor Legal Description Recor 114 OF STR 20·23-05 L Y NLY OF SLY LN OF BONNEVILLE TRANS LN ESMT & SLY OF SLY LN OF PSP & L CO'S 200 FOOT SHUFFLETON RIW LESS CO RD LESS POR OF SO BONNEVILLE TRANS LN ESMT & PSP & L CO'S R/W OVER NE 1/4 OF NE 1/4 OF SO SEC 20 WCH LIES WITHIN A STRIP OF LAND 60 FT IN WIDTH· LY 30 FT DIST SWL Y & NEL Y FR • PLW & CONCENTRIC WITH A LN OAF· BMP ON E LN OF SO SEC 20 -SO PT BEING S 01-41-40 W 1305.23 FT FR NE COR OF SO SEC 20 TH NWLY ALG A CRY http://wwwS.kingcounty.gov/reportsipropertyJeport.asp?PIN=2023059001 page I or 1. 214/2008 Am}:; \.,.,owuy: l1rSSt:ssor rrop ,naracumsllcs KCpOn Legal Description TO LFT - A RAD OF 197.57 FT - A DIST OF 89.24 FT (THE LONG CHORD OF WCH BRS N 64-58-10 W 88.48 FT) TH N 77- 54-30 W 350.22 FT TH NWL Y ALG A CRV TO RGT - A RAD OF 197.57 FT - A DIST OF 148.27 FT (THE LONG CHORD OF WCH BRS N 56-24-30 W 144.82 FTI TAP IN EXISTING CO RD SD PT BEING S 27-35-00 W 1256.51 FT FR NE COR OF SD SEC 20 TH N 55-05-30 E 15 FT TO TPOB OF SD LN DESC TH NWI.. Y AROUND A CRV TO LFT - A RAD OF 212.57 FT WITH A CIA OF 43-00-00 A DIST OF 159.53 FT TH NWLY AROUND A CRY TO RGT -A RAO OF 130.15 FTWITH A CIA OF 58.01-30 -AN ARC DISTOF 131.81 FT TH N 19-53-00 W70 FT MIL TAP ON SLY MGN OF NL Y 35 FT OF PSP & L CO'S TRANS LN & TERMINUS OF SO LN DESC TCO 17-1823 This report was generated: 2J.iI2008 1 :59:48 PM Related on-line reports: " .. -~ King County GIS: I>roperty Information FAQ __ce __. ___ ._ --. ~------. _ .... • _. --- King_.Co~~ty Ass_e_s~ lIuJm!it! request to correct thlos,lnfgrRlatlon DDE~: Permit ~ppljcatl(ln' Reoort King County: DIstrlc:1II and Development Conditions _R_~ ___ .. ._.... .. -c···.._ ..... . _ _ .• King County Assessor: eReal Property RepQrt (PDF format reQ!!Lr:!!!!.Acrob!!ll .', . _____ e ____ e____._ .• c_c~_ _.'.-__,"e __ King County Assessor: Quarter Section Map Report [PDF format requires Acrobat) -. __ ._.. . .~,,--... ---,---- King C()unty_:rrea~\lry 8Der_~ti()l:l~: prooerty TuJnformaUonmm m Recorders Office: FElli Tax Affidavits Rej:lort --,---::. .--, -_. ---' '-'--.... _._".. .. -, . Recorders Office:. Scanned I,!,all" _of plats. surveys. and other map documents Enter a 10 digij Parcel Number: or Enter an address: I Search I .-_. .. ' Kirl9_COUD1¥ I GIS Cenler I NewS I Services I Comment!! I Search By visiting bU. and other King County web pages, you expressfy agree 10 be bound by tenns and conditions of the site. The details. http://wwwS.kingcounty.gov/reports/propertyJeport.asp?PIN=20230S9001 Page L ot:.! 2/412008 2 ,naraClenS!lCS Kepon By 'aw this information may not be used for commercia' purposes. ~ ____ ~. .~._ Ass~sor Real Prope c_~_~_~_~ __ ,:_ .. ~. ~==~~ ___ PUGET SOUND arcel Number ..... _. __ .. 2023059003 Taxpayer ENERGYIELEC Tax Year 2007 Levy Code 2110 .. "--- Tax Status OPERATING Taxable Value Reason OPERATING Appraised Land Value $318,000 Taxable Land Value $0 Appraised Improvement $38,000 Taxable Improvement Value $0 Value Taxpayer --" PUGETSOUND ENERGYIELEC Tax Year 2008 . ---.----_. _. _ .... -,.----,----... Tax Status OPERATING Appraised Land Value Parcel Number Account Number Levy Code Taxable Value Reason $359,000 Taxable Land Value 2023059003 202305900302 2100 OPERATING $0 Appraised Improvement $38,000 Taxable Improvement Value $0 Value Assessor Parcel Records: District Name RENTON Property Name Property RESIDENTIAL Type Plat Name Present Vacant Use (Single-fllmlly) Plat Block Water WATER System DISTRICT Plat Lot Sewer PUBUC System Lot Area 1,611,720 SqFt (37 acres) Access PRIVATE SectionrrownshipiRange NE20235 Street GRAVEL Surface Legal Description Assessor Legal Description Records: SW 1/4 OF NE 114 LESS POR L Y BET PSP & L CO 50 FT ESMT & BPA 200 FT ESMT LESS POR WITHIN PSP & L CO 200 FT SHUFFLETON RIW SUBJ TO ESMTS TCO 17-802 this_was generated: 21-412008 2:15:21 PM .... ., hnp;//wwwS.kingcounty.gov/reportslproperty Jeport.asp?PIN=20230S9003 Page 1 of2 214/2008 .. mg L,o .... my: Assessor rropE _naractenst!cs Kepon King Coynty Assessor: Submit a request to correct this Information ""' ... ". "', ....... "., ' .. co,·.·· , ' "....'., .. .. DDES:f>!!nn it AJ;!pllcations .Rtw1 --"" ..... " .. ". ~ngJ;0Hnty:D!stricta •• ~nd Dayel~pment Conditions Report King County Assessor: eReal Property Report (PDffpnnat requires Acrobat> .......... '",'~",''', ................. "'" ., ... ,........ .... , ' .... . .. "., .... ". King County As~.HQr; Quarter Section Map Report (PDF format requires Acrobat! ... " """"_ • _. __ .",. ___ ,," __ .......... "._ •• " ___ u ____ "_ • Kil1.gc;ounty-rreasu~.;>!lE!r~ti<ln~:P!,!~erty lax Inf0rrJl!li~n " Recorders Office: Excise Tax Affldayits R."'PQI! ;. "". .,.",.,",.,'" ".. " '" "."., Recorders Office: Scanned images of mtS,Sulyeys. aD\tQ!)1J!!'!Il!!P~uments Enter a 10 digit Parcel Number: or Enter an address: Search King_County I GIS Center Il'Iews I Services I Comments I Search By visiting this and other KIng County web pages, you exprenty agree to be bound by terms and conditions of the she. The details. hitp://www5 .kingcounty .gov/reports/property _ report.asp?PIN =2023059003 Page 2 on 21412008 ~ l'illlg \.-ounty: Assessor Yrop' ":haraclenslics Report By law this information may not be used for commercial purposes . . _ Ass..!~~~.Real.~~operty Rec~~ds: "~,--. 2023059992 Taxpayer PUGETSOUND Parcel Number ENERGYIELEC AMount Number 202305900203 -.. ,,-"" .... -, -., -.--- Tax Year 2007 Levy Code 2110 .,--,. Tax Status OPERATING Taxable Value Reason OPERATING Appraised Land Value $3,500 Taxable Land Value $0 Appraised Improvement $0 Taxable Improvement Value $0 Value "--,~~ ~~.-.. ... ,.~,~ .. -.. '"",~ -.- Taxpayer PUGETSOUND Parcel Number 2023059002 ENERGYIELEC Account Number 202305900203 Tax Year 2008 Levy Code 2100 .. Tax Status OPERATING Taxable Value Reason OPERATING Appraised Land Value $3,500 Taxable Land Value $0 Appraised Improvement $0 Taxable Improvement Value $0 Value Assessor Parcel Records' . Disbict Name RENTON Property Name Property RESIDENTIAL Type Plat Name Present Vacant Use (Slngle-famlly) Plat Block Water WATER System DISTRICT Plat Lot Sewer PUBLIC System Lot Area 23,522 SqFt (0.54 acres) Access PRIVATE SectionITownship/Range NE 20 23 5 Street PAVED Surface ...... Assessor Legal Description Records: Legal Description POR NW 114 OF NE 114 SLY OF PSP & L 200 FT RIW SUBJ TO SD ESMT TCO 17-803 this report was generated: 2w.!OO8 2:13:01 PM Related on-line re~: Page 1 of2 http://www5.kingcounty.gov/reportslproperty Jeport.asp?PIN=2023059002 2/4/2008 King County: Assessor Prop Characteristics Report King CBunty Ass~ssor: Submit a request t~!!l:mct thi!J.nformat~!)!! __ •. DDE.S: Permit APJillc:l!tio1!LReJ!!Ht .. '''''''''--". .. .....• . . ..... King County: Districts and Development C.9.m!Jtions Report • ..._ .. c·.....-.. · .••.•.• c .... __.. ". . ..... c. ...• .·c. c... . King County Assessor: aReal Property Report (PDFfqrrnat requires Acrobat) .' . "..c..... ...... .'-.. ..... ·· .. ·c ... ·.c .... c. . . ........ ..'CC _ .... . King County Assessor: Quarter Section Map Report (pDF format requires Acrobat) -'" .• c. ... -....... c ...... • .• =.... ......... ......... .. .... -. King County Treasury Operations: Prdperty Tax Information :.,· __ .co.· ...... .. .•.••. -.-.. . · •. co....· ... ............. . ... __ ..... _ .... - . Recorders Office: Excise Tax AffIdavltsJ!~PQJt Recorders.offi~· Scanned Images of plats ... §.YIv.<1ys~and other m!!p_.dQcuments Enter a 10 digH Parcel Number: or Enter an address: Search King County I GIS Center I News I Services I Comments I Search By vlaltilg this and other King County web pages, you expressly agree to be bound by terms and condtttons of the lite. The details. http://wwwS.kingcounty.gov/reportsipropertyJeport.asp?PIN=20230S9002 Page 2 of2 21412008 {,\p" 0'" "t.~ .. ~~ ~ .of'- .. } ';, .. ::"'~':: .,~ .. 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'''''VB <I·, 'll .. ','.' / ,~ '. 1~ ~~u . P --f ---(~ .~''- ,.;f;/I./~, . -1<·~f.,.;-",;;{'c,.,1 ;/;.. . Y.i/ S,C) j-'''1<'. B-9-.•• ;. ~EE INSET ~ . .\ .VA. (22\ \5!.(J'I . '-: ~ .; .. :'./~ -:<~I,U .:.: ti '" .0 .. . "~"I:l '" 'l,r . I II :~ /29. - I, I " " , ~" 0... .0(0 ~. .... 'tit-to ".,I ~ I ~ " ,:' .... ' .• ~ I I , ®,,/ .. :' "-." .x: 'I " "-. ,// ',,!, ' I ...../ .... I I ~_/ "~'I "p -,I <": ... "" ~~ 0 I .' "o~,,,, I I ~ ..... ~ ~ I ~~;. \ " ~! ~'i '\ : ~ .!."" V' ,; 'I ~ /: ",t, ::~ ) ," . /_--.P-----'I ~ , !! R'42l1 I, ~ LI ,n.,_,/7 'I' U) " "I .~. 41·~J· .. "';'.~/ OJ ..... ' \.t .. '1,0 ~'j.O~ S; '<-••. ~" ... 1>' .,'\. .. .... ";"/" 1/,,.. ;,/,'"', ~ "'0(' (;~51 /';1 .... Vol ~ r ,'.,;,: .~!. ~ _ _ c=-·· (0)"'" ~ !1112: • ~ ... ''''l ',-0 o SCALE - fiN. ' 100FT S /. 01' W. 4.69.57 :@ 'Na,~{::~' i<J ~ '" ... "" '" : "l on }::., ".; .:",:':: ..... ~I""'" U) ~~ 'i' 130" . ':'., ·."i:.L, .. ··,·:' -.~ ...:.,"~.~;;:i. .": ::' ":)' "? S .J/:0Ti:I~.:7520 5.4-" . .-~. ------5. ::.'., .:., :.;.-.-, .. :~/; . .... ; ;.{:., 7 .~' ::;" {: .... ..... : ... :: .::::\ .•. // RlGH'"J. vF WAY EASEMENT ~ A 9J'/Y£-~ . For a va1uable consideration, receipt of -which is hereby acknowledged, the Grantma ..... _~_.~ .. _ .. _ _ ... _ ...... _~_~?r_~~ .. l;\u_!l.\\II1>J!!l4 ........ _ ...... . hereby grant ... and convey. ___ to the Grantee, PUGET SOUND POWER & UGHI' COMPANY, III corporatiDnt :ita 8ucc::essora and asaigns, the right, privilege and authority to (;Ofi!!itruct, erect, alter, improve, repair, operate and maintain TWO (2) electric trl:l.Dsmission and distrihution lines, each consisting of a amgle or double row of steel or wooden pole\!! or towers with braces, guys and anchors, transmission, distribution, telephone and telegraph wires. insulators, crossarms and (Ither necessary or convenient appurtenances and applianCC!l, aerOM, over and upon the following land, located in .. _:_. ___ ... _.~_~_ ......... ____________ .. County, Slate of Washington, to-wit: Beg1nu1ng at the 8o~the~t cornv o£ the northwest quart.er.ot 8ection 9, t01ll1ship 23 !lorih, Bans.:4!~.ts l.II.; thone. norlih ea" 37' ""8t l299.31-teet: then~ '!Lo;rtll. t. 1m' eaist 662.78 t,et; thence south saO 3'lt eaat 646.24 teet; t'b.noe south"'Oo 17' SO-Bat 331.85 teet; thence o . south ~ 3'· eaat 647,93 :rest; thenee south 330.93 feet to the point ot beg1nning, beW lfW ~~"'~ltl of the _UtIrooorded Plat ot 'Iight'e .Aore Tra!ft_ ~-".' .. ' "- The Grantor .. "-: shall make no use of the land occupied by said transmission lin~ or adjacent thereto, ""hich in the opinion of the Grantee interferes with or endangers the operation of said lines, and no blasting shall be done within three hundred (300) feet of said linea without first giving to the Grantee, its successors or asaigns, reason$le notice thereof in writing. In eUiroieing the rights herein graiited, the. Grantee. its successors and assigns. may pas! and repass over adjacent lands of the Grantor!'_; it may cul and remove all brush, trees and other obstructions which in the opinion of the Grantee interfere with or endanger the operation of sRid lines j and it may remove all or part of ita property and equipment, and may sUrrender this easement, at any time. The covenants herein contained shall run with the land and are binding UpOD all l5ubsequent OWBeI"1l thereof. The center line of each of said transmission lines shall be parallel wi.th, and not more than twenty-five (25) feet distant Gn either aide from., a principal center line across said land, hut braces. guys and anchors may he placed where most convenient to the Grantee. \ \ ~ . -.\ . ::: :::~=~~:~.}~ ~ this. .... ;?d.:.!l: ....... d.y OL·4U(.J'3.12-<~~ ·a Notary P.~lic:ip. and for the State of Washington .... 19L!1., before me, the undersigned • .. ~ .. Rl!l!.\ll< .. l!!!A ... ~~'!' ......... _ ...... . ._ ..... _. __ ~~.t_._~_~~_._~~_~~~ .. , ............•....... ___ . __ .... 0.. . .•.....•....•. __ . __ .•. ___ .. ____ .•.• ____ .••••••••• _ ••••.•••.•...•..•.•..•.•. ----- to me known to be the iDdividual_~. described in and who executed the withiD instrument. and 'acknowleged to IQe tl:.at·. __ .. lb.eX'_executed the same as .. _.~J;I,~A~ree and voluntary act and deed for the nses and purposes therein mentioned. WITNESS My hand and official seal the day and year i~ cartificate first abo~te~~ ~ ................... :.~m~-.-... Notary P~br and for tke State of Wmhington. ResUling at .. ¢~~~.-=.: _____ ._ .. -.---.-----__ ._ .. --.-__ _ ~:::: ::_:~~::~~~~}OL On this. .. _ ...... __ .. __ .. ____ ... ___ ... ______ .day of ____ .. _ .. __ . ____ .... . . ...........• 19 .......• before me., the undersigned. a Notary Public in and for the State of Washington, 'personally appeared ....... _ ......................................... _ ....... __ ... . ...... _ .. _ .. _ ...................................... and ......... . ....................................................................... __ _ to me known to be the ....... _ ......................................... . . ... and ........... _ .. _ ............................... _ ........... _. __ _ respectively of ................... _ .............................. _.............. .._ ............... ___ .... _ ........ ~ .. _ ......................... _ .... . the corporation thai executed the within 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 staled that ........... _._ w .......•....•... authorized to execute said instrument and that the seal afhed is the corporate seal of Mid cooporation. WITNESS My band and official seal the day and year in this certificate first above written. Residing at __ ... _ ..................................... _ ......................... _ ..•.... ~·:i' ... -----.-~ ~,.---.. ------~ ---_._-_. 1 " E: ~ ~. ~ t:l '" tI'l 0 8~ >-00 -="" ::l ~ ~~ :. J:O ~ '" ~ ~ ~ := 1 .., I ~ RIGHT uF WAY EASEMENT .,11 fl '16 -{, ok-I~" For a valuable consideration, receipt of ~dt 18 hereby acknowledged, the Grantor~ __ ••... Q.f\ .. ..A. ... J~AY ... _~ hereby grant ... and convey ... _ to the Grantee, PUGET SOUND pOWER & UGHT COMPANY, a corporation, its euocessors and assigns, the right. privilege and authority to construct, erect. alter. iJUprove, repair, opeIate and maintain TWO (2) cle.ctric transmission and distribution linea, each consisting of a aingle or double ~ow of steel or wooden poles or towers with braces., gup und anehors, lran5mission, distribution, telephone and telegraph wires, insulatoB, croHlUl"ttls and other necessary or· convenient appurtenances and appliances, across, over and upon the following land, located in ...... _g~!L. ___ . __ .... . . ..... County, State of Washington, to-wit: Northeast quarter or Southeast quarter of Northwest quarter (Imt of' SEt ot N1I:i-) 8lI.d North halt .of Soutbeast quarter of Soutb.east quarter of Northwest quart'r (llif or SEt, or SEt or NWl) ot. Section 9, Township 23 North, llaDge 5 last. W.M •• exc~p'tf, county ~acl .', :! ~ c-t: t;'\ ~S~ '~~'.~ ,~'-:-" The Grantor" .. shan make no use of the land occupied by said transmission lin~. or adjacent thereto, which in the opinion of the Grantee interfere:s with or endangers the operation of said lines, and no bl8!lting shall he done within three hundred (300)" feel of said :un~ without nrst giving to th~ Grantee, its successors 01' assigns, reasonable notice thereof jn writing. In exercising the rights herein granted, the Grantee, irs successon and assigns, may paN and repass. over adjacent lands of the Grantor.!i!'.; it may cut and remove all brush, trees and other obstructions which in the opinion of the Grantee interfere with or endanger the operation of said lines; and it may remove all ()l' part of its property and equipment. and may surrender this easement, at any time. The covenants herein contained shaH ran with the land and are binding upon all subsequent owners thereof. The center line of each of said transmission lines shall be parallel with, and not more than twenty-five (25) feet distant on either side from, a principal center line across said land, but braces, guys and anchors may he placed where most convenient to the Grantee. ~-------------- , I ~:: :: :::~NGTON_}~ On this.... ___ .~ ~ ~_(!J. _. .day of.. _.,..:S~~~ .. 192-..1., before me, the undersigned, a Notary Public in and for the Slate of Wasbingto( personally appeared... _.9.,:: __ 4 •. P~Y..I __ .~I.!-_O lm.~ .. a~_ ., . ..... ~¥.:~~!._!~_._~, __ .~~~ ... ~~~~~ ... ~_! ... ~_L~.~~._.~!r..~ ........... _ .. ____ . __ .. " _ ......... _ ............ _ ................... __ ........... , 't.> me known to -be the individualliL described in and who executed the within instrument. and acknowleged to me thaL..~_l!~l_.executed the Hame as ... ~~~.free and \'Olunlary act and deed for the uses and purposes therein mentioned. \VlTNF-" My hond and official ... 1 the day and Y~~,iO~,:~ie.~;~~~_ .N~ary Public: ~~ for t~ Sto.k 9~ 1Taslringtcm.~ STATE OF WASHINGTON} COUNTY OF._ .....•.•......•.. __ .•.•... _ ~ On Ihia. ... ____ ............•.. _ ................ day of ................ . Residmg at. __ .. _ .... ,.,.., .... _.(.k~_ ... _. __ ._ .. _._ .. _._ ... __ .... _ .. /' ........... , 19 ........• before me, lhe undersigned. a Notary Public in lind for the State of Washington, personally appeared ............................. _ .. _ ....................... _ .....• _ ..... __ .............. __ ............................. _ ........... and .............. . ...... _ ..................................................... . to me knOWD to be the .................. _ ............................ ____ .... . . .... and ... _ ...... _ .......... _ .......... _ ...... _. __ ._ ................ . respectively of ..................................................................... _. . ........ _ ... _ ......... _ ... _ ...... ~ .................................... . the corporation that executed the within instrument, and acknowledged the said im.trumem: to he the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath slated that .•..•....•. _ ... w ........... _ ... authorized to execute said inslrllnlent Ilnd that the eeal alhed is the corporate .sesl of said corporation. WITNESS My hand and official seal the day and year in this certificate first above written. • ; ~F " " f ; i {"" g: i [ § · ,). -~ 0' j J' Wf '" • ~ :-: , I P :~---flp ~ · '~ I e.g '11. I h !~, ~-00 , I~ , .. 0 ~ • .[~ i} I g; ,. 8~ > ~. ~ '" ~ '" ; h\., kJaL : .(" "" '" iii 1:1:'0 "' ~ , l' • ~ ~; 0 ~ -, 1 'v, il." ~~ ., ~ r' tl t"' on ~ I"· ~f" • ... oJ'" fIp UI G-~ i ~ OJ ~g I ~ [ = "' • .. -'_._-----_._------------ N ~~ ~ t'O .. ~ • "" - RIGHT uF WAY EASEMENT 18 1 If .... A 11'1;,'£-/ F-,II. ~.'r( For a valuable consideration, receipt of whieh is hereby acknowledged, the Grantor --.., -~ .. ~~----- . ___ . ____ . __ .. ~J. .. _~_.J!_.~.~ ... ~~M~~_ .... §I.§~.~:\< ... hereby grantS. and conveyS. to the Grantee, PUGET SOUND POWER & UGHT COMPANY. a COrpMaDon, its successors and_88$igns, the right," privilege and authority to CQRstrucl, erect, .lt6£. improve. repair, operate and maintain TWO (2) electric transmission and diatribution Iine8, each cGnsisting of a sinile or double row of steel or wooden poles 0: towers with braces. guys and Mchon, transm;isaion, dietributiou, telephone and telegraph wires,. insulators, crossanns and other necessary or convenient a~~urtenances and appliances, across, over and upoii-the folloWing land, -loate-d in... __ .:: .. _ .. P.J¥.._~~~~_ .... _ .... __ ... County. State of Wa.shington, to-wit: Baat halt or ~rth.a.ot qua,ner o~. Northw.st qU$l"ter {Jif ot lIEf or BIll) ot Seotlon g, Tows:,sltiP ... 23 ito.ri-~~ -5 :East t •• :r.t.... except CCWlty roade ~. . ,. . ' .' . The Grantor .... shan make no use of ,th~":~4' ~apied by said transmission linq!. or .~djacent the~o, which in the opinion of the Grantee interferes with or endangers'the operation of said lines. ~d no blasting shan be OOp.-e within three hundred (300) feet of said lineS .lri:thout first giving to the Grantee, its 8U~1mI or ~ reasonable notice IhereoI in writing. In exercising the rights herein granted. the Grantee, its successors and assigns, miff pass alld l1'Ipass over adjacent lands of the Grantor .... ; it may cut and remove all brush, trees and other obstructions whicb in tho opinion of the Grantee interfere with or endanger the operation of said lines; and it may remove all or part of its property and equipment, and, may surrender this easement, at any time. The oovenanb herein contained shall run with the land and nre binding upon all subsequent owners thereof. The center line Of each of said transmisAion lines shaH he parallel with, and -not more than twenty-five (25) feel: distant on-either aide from. a principal ce,nter line across ,/laid landt but braces, 'guJ'B and anchors may be placed where most conve;n.i'ent-to the Grantee. J .; \ / \ CotrNTY of ......... !1.P.& .... M •••• , STATE OF :w ASHINtTON} ... On tlris.. ___ ... 2.l, .. ff.._ ... daY OL-4~.-.. 191..f. belore me, the ..,_igned, a Notary Public in and for the State of Washington, personally appeared._ ..... _.lIabe.l..-Pe.tze.r··.f'~~r_·&8· .. : .... ~ .. _: ... l!U ..... III .... t4 ..... J;ata_ .. __ .................................................................................................................. . to me ~~ hf: the individuaL. dessfibed in and who executed the within instrmnptt. and ackoowleged to -me-th~r.:.~1.L...-e:mcuted the same as _-':ll&~lree and volUntary act and deed for the tlBe9 and purpose& therein QleDtionoo. . .WITNESS My hand and .1&<;'1 ... 1 tho day aod ye .. in~am~~_ ..... R,,;.:~<P."b~.:.f .. ~~hi ..... m: .. m STATE OF WASHINGTON} COUNTJ OF ••••.•• _ •••••••••• _. _____ . 8L / On I:bia. .....• ___ ..... ______ . _______ . __ . .day of .. __ .... __ ... __ .. : ................ __ ............... 19 ..... _ .• before me, the undersigned. a Notary Public in and for the State of WaehingtOD, personally a.ppea:red. ....•......... M •• _ ••••••••••••••••••••• ___ ••• M. _______ .~ .. __ ._. __ .... __ ~ __ .;.._._. ___ ._. ___ ._ ................ _ .. _ and _ ... __ .... _ .... _ to me known to he the_. _______ . ___ ._. ______ • ___ .... _ .. _._. __ ._ .. ___ ._. __ ._ .. _ .... ___ _ _. and ..... _. __ .. _____ .. _ .. _. ____ ... _ .......... __ . _________ . ___ . _______ _ =pectivo1y of ... ________________ ... ________ ._ .. _________ .. __________________ __ ____________ .... __ ... ____ ........ __ . ___ ,, ____________ . ________ .. ____ ...... the oorporation that executed the within iDstrument,. and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the nses and purposes thereu. mentioned, and on oath 8tated that ._,~ ___ ...... _ w ... _. ____ authorized to emcute &aid .instrument and that the seal alixed is. the ootporate 88al of Aaid corporalion. Wmmss My hand and oBiclaI seal t;be day and year in this certificate first above written. ~~ , i 1. ~" ." . • .. Residing at __ ._ ...... ____________________ . ___ .... __ ...•. _. ________ . __ j ! ! . I "' "j , . , .. '': i il i ! I 1 1 .,", ,. I '/ 'h r. , r i'~ . ! !I : I i, , L rob 9-119 l!'eb &-29 flO. I)_a. Z.:ielmn and :.J'.NeleoD. h. to ~Dl.,n Iron '!lorks, Lno. II lJolp fp oy an4 nr ~ a op thl Cd .. oU 111 k •• lJl. as 2b17 1311 . . ' • . ~ I . . ~ / AU ,~ pili" or "".1 3-.,-111-' 0-31 am el.La 111: 357 at t ~"p ~' $ •• "1. 1'14. iaQde al¥1 or "01'S .. t 1 ".0 11< ','p 240 ;'1 Ii 4 ::; at ,,'l - paPl. Cl t, 6e •• , tile ae Gor 01 ad .i.ot 22 U1II: ., ..... r,1l U. W alg the ".La '-' " at Id l.o\ 01.111 l't to tbl .1, ...... 811l ot tbe rt at •• ,ot Ua Ii P , 1U.;y 00.' 'b tal .4 ..... S11l all • O ..... a '0 '-..n ba~lla .. ra4lu. -6 1117.10 t, • ~lot or 14.,).14 tt to. p' ' •• 'im ;I fI, ..... ural ., ",t aqla. to tbe U 1n ot " dpoll:aDl '~" .. , 111l1.011 n II, ' ..... ure4 ., rt ...... t. thl W La ot 1lo1.or-.1.0 "Ya. \11 01 tbl 11, aarg1!l ot UII I'll ot • ., ot tb. II P lilt C!llU a OIll'YI to tbe rt hariag .. 1'¢1uI ot 1ICI0.llt) tt WbOH ola'ar 10 • pt 1i1l8.' t, \1 Gt thl , III at (1010"40 A .... nd ~oa.'7 n N or tbl •• "hr In or .. ;;po_a S', • U •• fI 2l.loDI te tG tbl N lIIII'81a ot t_ r\ ot -T ot tbe N p lilt l'Wl1I: .nd II SOl'OO' 14 il1k lIli', '11'1 .11 ad II 1I&r!l1D all8 ••• n to tb ... a''''elD at OolQ1'a4o A .... '"~ N IllI .d ...... 'a ot 00101'140 A ... lIIO r. 'a Iha p' or bes 04 4 .. ,_ aallP1'1alll1 all 'b'" ot 14 bo .... d.4 b, '11. d aarga at " SpukaM ;It. Ibl If mars! 11 ot 1lo1crndo .. YI. 'hi II ,.a ot the 1" ot ,*,,,,,,,,,d '0 N I' Rl, 00 b, 0111' ... i. YoI. KO ot deadl at PI IU I'll ot l1li .Id .h. ol., 1n at thl 1" of .. , _I &raDlold to "' II Pill,)' 00 b, 4e04 rIO 111 1'ul e911 ot d •• _ ., PI 3" .... otk. -Tble ' •• 4 la 3'" GubJ '0 allilldellceu_ ~a1'.\a1 .nd .,.~.pt1DI! 1'1'<211 tUI OOD",'''I'' th' oel't • .\a peJ'oel. 11 14 _lIr ••• d dlliD ,. 101 bia".t oil •• ooalli"i .... at 'M t 4L tt or 1.0'. 10-11 .nd 88 ~l.k :10' bht_ o:r~4 to Fred 1'0.:>0111. Illaol. Z .1I1ll.,,, 1· II. ot.!l~""" 11:0. r.1I a-lf!1l1F 01111. &.liol.,Il .. 1d Il.J.II.lIOa, ~.t Edwl.D U. F U,* DI/ tar •• ro. ut • 11. " .. 14-21 tlO. Gbl'l J .lImUb. j} ,I 1314 I --I,' I'-, ,~ ., 1 ) SlIl7U3 L .... r. ~-BII ""I --1818 tllQTEO \l>IJ..Y) 14.:../obutoJl.. III w11101l' of a-. to "'1n:. 1lu1l7, at .... .... dq '0 IP til' •• rt .. l .... ouad flo .... t" .. 1'00a .Ie ID u brlol1: b1<1& ., tbl no 001' ot Z 47tb :n alld l1'b AYO liB III till U of S, Ipprca lUI' Z'Ii' 111 d1l1ODllon", '''''/U' "itb .p •• SA 'lla b ... _.t ulldOl'D .. n .4 b141 bolas. Ipeol apprOZ 81J'z 88' 1 ... 1,,"11 von. 'bot .. 1. ...... parll 110lIl4 otf .. ar • .LI1ID41'1 11'0_ •• , b .. _a' .pao. be1ac .U 10 tb ••• 001' ot ad b1dl "ail 101 lae b.lol oa l.o' 40 aail " .. IIi ot 1.0' at Bll< 7 PoHU\. UIlS .. rd1l, .1.44 to ,lie C ot S, k"" t ..• p .. lo<l at" yr. n .. AuS 10-" ....... Il~l .. ror ItO ... aSal pol la all,aDo. Oil .. It 1.4.b day .. t •• ob 0IIId ... , 110 .. pel' tOl 1000laul., :I"'. par "'" r .... AUg "'10-&11 '0 10"1 1 ... , ~711o P" lID t.-AUS .,O-BY '0 AUlllI-:U, ,au. jlar II1II r .... AUf! ...... :11. lO Au, .l.o-Ia 'J!1l ..... or quo. b .. b .... pd to .,"u .. lh. p .... t_ ..... 01 'hh 1 .... aIl4 IUl.l. 1>. oHUh4 u toll •• 0. to., 1 .... at tara or 'hlo le ..... nd *110. tol' tbe 1.' • aOI roD' ot t.,. otll ... "l ••• 4 pa7t th1a ,lo,y .. &4 .... 11 1>01 .... "0 1 ... 01' .. a p ... ' or tbl ooa tor til •• ZOIl Q t thb 1...... '+~ '1 .. , --'.'1 S) . Am Jell 9-211 111-;17 11I17.I.M YI" e-29 .. 1 0 <II Thomlla J.ilhtt;e, Jr ••• his ~.p .... '0 ru.:.' ..10IIII4 FO .... '" .1elll; 00111> ...... oorp --•• _ UJ..6d51 lJlJd to-- I:~ otlllf.; ot ."'04 'fp 2;) Il n G 11 or If ;,j ezo."'lag ~o 1'014 'f" 8'''' ",,"U ". k. no ~". ---• 1 r_ dow .. '0 Die -__ Tbo .... J. WhUI. Jr • bw .i"8'D B-29 bJ' 'tllo". J',,_':hlk t Jr ••• hie •• p •• t bet' ~.A.Mo41"'''.sr .lip roJ:" •• He ;, to Wit. For .. at l'Ul"k, n 6 .i.alt.le " • .1l1li .2A-3rI flU !pj (,;) . L I • 1 , ' ( I J : I ) : i - ElJm~ J'ull 29:"':,:!~ JIIII 28-29 val 0011 Oeol' at ., • .Monr. and JU1'lU i!oOl'8 I ", , to PU&e~ bUlUld Power :.:.. LiSh t CowP8IlJ.. B corp Fp hbl' &rllD.fi. and CJys to .8P 1 ts sa the l"t prlT bn\! vuth to QI)Cl.str ~ot. el'Wj~lI, aU.r-.. lmpro ..... rtipa1r. operala 8Dd maln"aiD Xfl...: (a) el ... 'rl0 'r ..... m1.o1011 60d dh'bl! U ...... ooob ~oll.latll1l'l "t. eln .. .Ie 01" 4C1lbJ.e l"O. ot nt-eel or WOOdeD pol". or towera with brU08S t gtI)"G luld (GobOZ'a, 'raull1ls1oll, 41abbn. t~ophollfJ and telegrapb If'lrea. 11ll1u1.tCl .... , Ol'o .. arma an'" nther oea or ooo ... nhllt Lppurt ond appll- 8J1Oea, aoZ'o •• oyer and upon the rli Ld in kow J.o' .. ~lll: 13 a.D.Hllll11BlI·. ~611:e '18BhiIIgton aurden ot Edell Aaft ',', .: JJn No B aoo to plut roo 1U val 18 ot aleC. PI: d7 roo or k.,. l'hO 6'on .hall ".<>ko no ua. or thold ooollpied "T od trBII8I.1a.lol1 1111", or .<!J.o.,,' thto "0 b In tbe oplD1clI ot tho gtu ll1terr ...... wltb or .lIdUS .... tho oporation 9t 04 Uoo., and nO bloating 'hall bo 40"0 oltol11 30~ n or .4 lin .. oltht tho firs' giv10g to tho 'ltea U. da reubl lito tbot 111 wrt Ul1g. IA azaoola1q the rt. b.1n srAIlt.u-.I t " •• at •• 1 t. •• utaI' 11.-and "'P"OII 0 .. .1' adja ••• ' 14a ot tb. 6-on, 1 t "" out and romov. all o\,'.oh, 2 ... Mod otbor ob.h·uoUollO lIoh ln tbe DpllltOll or ~be glia" tntort .... _nil Dr .. olenSOl' tho op .... 'l011 ot od 11ll ... ; .. lid It '81 r_.Ye ell ~ ..... , at 1'-prop bI14 equ1p,ooDt and lf1I1if SUrl tnuO" t'll. 0.' '" "117 tl .. . !b. DOT hua oon' .. 1nod aboll rUil oUb tb. 101 aal .... blQoiio ~ upon ~l aubeeqaoll' OWII .... tbot !l'b ••• ,tv 111 at ••• b at .d trll/lllrn1.1011 linea olallU be pll wBb. 0IId l1li1 "om \lIM 25 tt Illatallt all .UII ... did. rr .... ,rlll o.llhr 1. an .... a4 14 but braoo •• SU7II. 004 anGllo ... "lOY b.., ploo"" III ..... lID"" o"_let to tho 8t .. f Geor .. 7.MoOft !.P.Da ~OO1W 1CII'f 1 .. 1180211 b, a."". I'.Llo .... 1 .nll .... 118 Mooro, I", b" G. V.S.ltll .... ~ tor ...... "' • 110 J.II 20-33 (::1 Oh ... A.llIII\rtln1r, ;( 317 'l'el'!"lnal .814 01 tv) ---d '\ l \ ,L j -Bnll .1IIn .~ eg llI-l.,.-T 2 14$1;9 "\ 10ll..aD ftl 0011 " £Rill. J' .llar.II, 1""1v olld .. ezb Bal t1'l1.he UII tb. 1 .... ' will at ]1''' .... '0 llana, d.o~ '0 Pilpt .:lollnd Ponr &. 1..1(llot Camp""' •• oorp ---.... 851 --- 'Hi. ot NIt or Jj\'li ot clo. 21 'lp 24. N R Ii 1\ ot W U\ noap' Go roed !rbl ".... "all m.ke no usa •• -bal t01'1Il dOIlll '0 est -- J.1U1. r.lIoren .Al1D.l. r ,JJoraa., ex. 1cD. Jan lB-8~ b7 A11l1h r .Ilar •• lodlT .114 III .n" &!Ill , ..... , •• UDder lh" lA., will 01 )' .... ""1& lJor ..... "'.od. bet' G. 'ji..8ol.lbu ... lIP tat •• rea ... no J'tIIl So-,,;! (J.!l. •• _:! 8110) ,L:"1', Y '+-i ' U .loa a_o 12-6 I ;'r/J:J , '1>U808 .rea .~-. 11. " ' lood:aaoa' ClOlUItrr )lub •• '1111 oorp 10 t. S. 11lI1l1Ull. of M1nnolpollo, ;11 lin rp I' I' aad t qo '0 op U. h. 'h. tdld 111 kOIl &11 at ~oo, 7 of 1100""',,* Ill: P .... II: 111,. NO l .X"pUIIS tho S 3bO It ~/tQt. uDd lb ..... eno1 .... lL·alo:., eDd equip"an' ood tl •• ""'_ .wtne 1 •• 41118 trw ad prop tb .... tb •• ," Dod eUoyo ot VlOOtilllOll' P!l1'1I: lilT /10 1 aDd 'oollllont BOOOb l~~ U .. a4 tp h ... ,."".~ tbl pr •• '0 ,,& no by It. Ora ... tbu.'o dQ17 .utb '004_* Ooua"'r Glull ~y a. ... B.G..tll. P .... • 'F • 1 .8;r Oarl R.lAclllb., s .. lI:ow -.1'" 83-IIV b7 Gio. B.GinIII111 .Dd OUl R,I:IIII11tb. Pr .... « Se. o! tbe o.,rp tbt 8<0 thl wi tUn ond t ... " llln .. al on 0"'" .t~.4 tht he .... ,otb h O>:d 14 Inut ~n4 th' tho ., uorp hal "" corp 01 blr Rabo .. t lIal tbl. np to.. ... r .... ' I 110 JIuI 87-1/10 (loll Robo .. , MaUbr, 100" 31'4 "VI OU,r) ~#"'" I ' (,~ -.... , tI .~ , ",:~-'~;:' :', .~.::::'-..... ' .. . ::.' ..... »303039001 :,' -"~' '.' RENTON .SENIOR HOUSING SHORT PLA T 1 1 it I pbRlIS~of'>H~'bi;/1 OF THE SW 1/4 OF \··;,$.ECTlQN'·."4.,/TWN 23. N., .:,R 5·.£..-j'" .. w.M. IN THE 1 I 1 m~~1 I~ I 1 1 I~I 1 1 1 I~I 1 L I ... 1 .... " ......... ,,. .. ,. CITY oP" RENTON WA c;4·//\/t :\ ...... :.: .. / ,_.:./' .:-./~~'~TTED 1 .. -', " . :::.- "'-TRACT A 249.488.0 SOFT. . '--"---1 S7rrP SLOP£ <>'.- PARC£J.. € I :::~ ... ','TED POll£'? FA~~~~'r IS'A BLANK/'i"tNjEMENT O~·:~~~ EAsr 1/?'Of' rHt.' SW 1/4 N sr:c71otl. 4-23-5 AS RE(X1Rf)£{) UNDeR A,,1>'25f7J34 :: ~ • I • • : ~ .•.... ]'. .... :: .... .;,' j ... , .. , ~,. .' .:.- .:: f---------~ ... " ..... .,/ ""'::, '." •.... -,' SUBJECT TO EXCEPTIONS AS RECORD£[) AND LISTED LOT No. , LOT No. I LOT No. 2 TRACT ~A~ 1..0T$I' 2 LOT No. I LOT No. I LOT No. I LOT No. 2 COVENANT -A.F. No, 9109IG07G~ -I DEVELOPIENT TYP£ , DENSITY J COV£NANT M A.F. ~ 911204resr - ( EXTENSION OF SANITARY SEWER ) COVENANT -A.F. ~ 9/09160764 - ( DEVELOPM£NT RESR/CTION I COVENANT -A.F. No. 91091GOli75 _ (OEVEl.OPMENT ~STRICTfON I lITfLfTIES EASEMENT -AE. No. 9203030202 -I CITY OF RENTON EA5£MENTS -A ~ -8 ~ -C ~ "F '" UTILITIES EASEMENT .. AF. No. nM03D203 -'RENTON HOlISING AUTHORITY EASEMENT" A" •.. C ':. .. D ~ .. E .. J UTILITY EASEMENT -A.F. No. 9206u;D343 ( PfI6ET POWER J ACCESS EASEMENT -AF. ~. S302J11G3G -i CITY OF RENTON J ACCESS EASEMENT -AF. No. s..~21J1G3J - ( RENTON HOUSING AUTHORITY) LOT I BLDG SETBACK 20 FeeT· FRONT YARD IWEST/ III FEET. MAli ,. S/lJ£ YAIIDS -_____ J ..\ .. .' "~" "." SURVEYOR'S CERTIFICATE RECORDING CERTIFICATE REOORD /lUMBER ___ ~ THIS MAP CORf/ECTLY R£PRE:sENTS " ~ UAD£ BY lIE: OR UNDER II'( O/RECrION IN CONF'ORIMNC£ WITH THE: REQUIREMENTS OF THE: SURVEY RECORDING ACT AT THE R£QUES1' OF RENTON SENIOR HOUSING AIJ7HOFfJTr ON OCTOIJER 31ST. 1990. ~ :. "' <~-. ·;/"ff· ER17F1CATE: 5524 FILED FOR R£CORD THI5_114Y OF __ A.D. ----AT __ IN BOOK, (JF SURVFYS ON PAGE_ AT TIl< REQUESTOf' CI/YOF!iPm:JN. MANAGER S:e.·Gr A Ii e . (74 e.. .. ""===== ... ="'=;;m'" & SUPERINTENDENT OF RECORDS ~. • SW·.f{ORNEh· SECTTDN:~-2J-5 CONe MON IN CASE IfISITr:D .&lAY. 1991 -~. 'Jr~~ ,,'",c; ,,<,.~\ (0.::, ,j::; <~~'~~~L .i~i!J I:XPII;&;; $Ja",. '~"""'""""'''' '.' 1 266.9 ~ SCALE '''= 100' GRAPfDC SCALE ~.-L1. T T , •. -1 I_-_It. BASIS OF BEARINGS. K.CA.S. ON sotHH LlIE $;11'. V4 SCC.4-2:J.4 1/4 OF 4-2:J--5 CONe /lION STONE W//'£AD ANO CROSS IN CASE v{SITED NAY, 1991 FIELD /llEfHOD AIIO EQUIPMENT USED FIE1..D mAlflRSE W/nf "11JPCOIJ TOTAL STATION t;T8 2/I-G" /N5"TRfJMENT ~CLUTE/J'~ LEGAL DESCRIPTION OF R£CQIW ~ SOU1H ,4J,50 FEET OF 11E lEST HALF OF EAST HAJ..F iT NOR1HEAST QUAR7fJI OF" SiJlJ7HttEST QUARTER Of" S£C1TON -4 7t:I1IfG'fP 1M NORTH. :-WZ'"1!f.;:!\:,,:", IN I(MC CCXIN7Y. Il'AmNQ1tW. ~ I!fi,~ 0'''1I'I2''.EoWT r.J05.rM FEET'iT 90UJH QUAR7ER' .. ~ .... =~~~~~~ .. 5=~,! ,:~ Ftrr::. ,1HE1«i NM1H OftWU" CAST 1<U5() FFET 1tI THE 1RIJC POINT • .-. OF ~ TfENC£ NORTH Ol1J5'Z2'" f;o(ST 14.100 FEET1 THENCt: . ==:~~~~~~=g~~ .... . ~., .~ 7" ...... : .. :, ':'-:'. ./··~·:··::.t: .. · ~ ~ • • :: '.'. -"":: . '.' NORTH r4i.tid·nu...ct·~ntw.(F 1H£ _HAlF Of" EAST ~ Of" '.:' NORTHEAST QUARtrn OF 1H£ S04'7HItFSTQU"~7E)If OF SECT/ON " .~ TC7tNSH/P~2;J NOl?lJI.itN«J€ 5.bsr. Wo.w., //i.·KIN(; COUN77Jt WASHINGTON, 0ESCRIB£lt }!.!"·FtiLo~ . :::: :::::., ~~~:o~:g?lrr£lot!O:::b~~~fJ/%'o'Z~{ rneNii Na?7H-PIWJ'Z2" £A.S[·.4JO.OO FffT; 1k:HC£ sw1H 8838'40" (l(sr 320.s('FffT; TH£N(;C'SOUffl 01'0'.»" ItfST 1Q-:1HE SOU711l)i£ OF ~~SfON. THENCE: NORTH .~~'.fO~ ,II!EST ro POlNT.:tJF ~, ... ~:.' .. ::.' ...... ' ,' . lHAT PORJ1ON" t:]]£ J£Si.~ Qt:'~ CAST HNi-' Of" 7H£ NOR11EAST Q(lARrot OF »£ sttI1MtiS1 QI./,.ytmt OF SCC110N of, "TDWNSHP 23 NORJH, RAN« 6 £451; IIUI., IN /aIIO CQ!MTY. ~ 0fSmiSfl) AS F<UO~ ":." BEr1/NJIIIN(i AT THE SCU1H QtJAR1ER' ~Q:-SAID sre110N * JHDIC£ NORTH 01'6'12" EAST IJtl!.I. FFET 1'1:) A CNE-stX1EEN7H CORNER; 1fiO{C£ NORm 1II~'4¢' IfD1' ~ nn THEJ«;£ HCR'fH 01'05'U"" CAST 4JO.OO FFET ro 1H£ l'I'WC POINT Of" IlEmININGl 1HER~ NORm ot~ usr 100.00 FEET: Jf£HC£ $OU1H /18'#41)-£AST J2.().. fEE1I 7HENC£ SfJU1H 0"0"52-~ roo.oo FE1: THENC£ NCRTH BB~.fD" IIf:ST .l2O.lf1 FfET 1D A POINT CFB£_ ~ THe EAST HAJ.F OF "IH£ usr HAlF Of" mE NCR1HEAST QUARTER OF" 1H£ SOU1HWEST ~ OF SCC110N -4 T'()JNSHIP 2J NORm. fWIG£ 6 .!AST, II'N., IN KJN~ CCUNTY. WA.SHNGn:w. .... ;; -' ..... . ."""' .. :: .' ...... PoRTION 0/ THE NE'l/;j"OF THE SH 1/4 OF':: '. ..~7Wg::Zi}:~>'~lsH1Ngrfi;;'l'?M;~ THE ,) .;' .:. ..:'-.-: DATE: KiNNETH J. 9M.Dt:C.£ .t L5:.·:· ....... .'. p,o. BOX ~ .f?iNTON. wASumGTON gitfM pots).2M.:$J50. '. .. , ....... :. .' .:. I!I)USER TERRAC,E-DEVELO'ijMENf RENTON SENIOR ~ -SHOfdpLAT' SHPL 110. 020-91 .' .... 5U 1/2~ RiiiAR o ;c EX REBAR OR PiPE FEB. 18, /993 .. EX CONCRErE: UOMJNENf 50j~ooiJ-901 , SHEET 2 OF 2 ..... ; .... :.' '.~~'''''''' .. .,' .~::~., ... : ~~/" _." ~ .. :.~::~.:. .':: ":'; =::, .~~. ..• ~ .. ' .. : ...... :.::' :: .':' :; ":'::~:., "::':;: .. : ... ~,/-' ::':::.?' .'-. >' .~' .. ' ~ .\' .. :', :'. • ~~~.- . .-' , 9S1131J3YUI! 1 If I 2bil . I..'.. ( '.', :;. ~:~~ ... .-: .. .-.-,: .'.' .',' .",' ".\" :.' ,~' :~' RENTON SENIOR HOUSING SHORT PLA T ::,' ., ,"~' .:-:: :'::.-. . .::=., "." .~.' .... ~~~' . ,:::. .:,. .:.:"~ ~ . "". ;: '-'~'~~' .. ' '-':" .. A PORTION ... -'SW..1/4 OF THE NE 1/4 OF THE OF SECTION 4, TWN 23 N., R ANG£":;5 E., w. M. J .." .... .',' O'rt"/ OF'RENTON WASHINGTON , ':', ~. ..:. ::' ...... , ":~'.:' ."'-''/N\THE APPRO VAL;'" ----.:: :':" :.: .. ' ....... ' /. ..j'" .:"'-'-- .::. ,·.:~~I.'-,I' ~.~ ,~,:'~ .,.:; ::' .::;,~:, .::. ", 3" .~:. .,~~ .• ,:.-:.., .::' :.:"" __ ::.: .. --.".' ... '(.--; .. --.-ACKNoWL.tbGEMENT .,./' .. :.)--cc ... /' '1t~'Ti··/)F.,.~~SHINGTON ) VED TH1SdJ D}Y---a.f~.1993." ,.--.. .,-- A't21ft?JR~~iffr!=8UJLDING;~~~~' ;~ .. ~~~~~ :'," /:-':,::':'~o~~'!'~,~I~~ .'" ) •. :.. /;"""';i .-:.' EXAMINED AND APPRDVEDi91J,"~.&b....,;,! M!!Rfo , H ~E ~ - "., ." .,:,' ':',. .:.' .. :.- '{'" .. ::~::., :,::''', EXAMINED AND APPROVED):~;~A~'~~:~:'/993 rt!!Ic?r~ ..... TRAjJ-$ORTATIC!!J·SYSI.!i..M MANAG~R £XJ1'LfIN£D AND A~'~OVED THlS~ DIl Y otrtAOJlt99~ 5cp,r d~ .y O!l]!it-.' .. " KING couNr¥ ASSESSOR".' ,:'DEPUTY ,:~ _, ,. , , ".H3D..!I"oef; ",OB,'lIlS, '''4'9,( "2"''-' .',' .'.' .•••• ' ':'. . DEct~B.1T10N .",,--.. , .. --, __ ' ,-:',.;:,.,.. ,.' ... ,, __ . " .. 71IIs I$'TO CERnFY THAT ON TfitS dJl..DAY dF,· P€¢""*R A.D. 19~ BEFOM ME, .'.tHE I/NDERSlGNE;I)rif'NoTARY PUBUC, PERSQNALLr·'APPEARED .>tHlifb, ,r: etlft5.atu.! .. --.---2-.,., ". TO ME.'kNO'Mo/·:·ro /iE'Jl.IE INDIVIDUALS WHO SIGNED THE ABOVE .P-ECLAt.ATION .AND ACKNOffi.ED.q¢ TO /¢'THAT.1J'fEY SIGNED THE SAME AS THEIR FREE V(IlUNTARY.:ACT AND DEED. --c.' .. :.' ... " ...... Wl7JlESS M'(HANQ,,~ND OFFICIAL 5.f'AL THE pAY ANo..·.'ft sT'"ABEl.\'f WRITTm. . :':;, .:; ..... "·'· ... : __ :....fol:F'.~:~ .. ::, ,,::' :-1-' ':;"':'" .--o'...... .." c· . .," NOTARY rc IN AND FOR mt "", .. -' .. " .':.' SfA1t'O'P'WA$HINGTDI'i, RESIDl~G .::' . .:.::~ ::. ,o' .' . iN gW1]N . __ . '" ::~:.:'. ..~;.' .. ::.:::' .: . .-,.,-,. ('0~'"'' ,-; ·.:~n.'···,~:'· .. ;.' .-:.' ACKNOWLEDGEMENT '::'-,: ... ', .-~:., STA Tf: OF WASHINGTON ) ';' .. .::. COUNTY OF KING ) KNOW ALL ~~ii'13"'JHESE PRESE/:/.JS'mAT·:k:, THE.d~~ERSlr#:o, OWNER (S) IN FEE SI!.iPJ:£,ep-·TRE LAND I-!tREIN Df;5CRIBED./i/O __ :c., HEREBY MAKE A SHORT PLAT THEREOF PfJRSUANr..-,rO RCW,·.5B.1O.OJq • .' .,. AND DECLARE THIS SHORT PLAT TO BE TfIE GRAPHIQ,RfPi?ESENTA1}{.-JN o'." .. , ..... ' . __ THIS IS TO CERnFY THAT ON THIS / s:i;, OF .ll..ct .. &........ A.D. 19:i!::::. BEFORE ME. '{ON~~7 ::g 1::~~cs;:gA~~R~~LA~/fD~~~ ~TH TH7/0~~'--(~),:.:"· . :':".,,~., .. _ .... " SURVEYOR'S CERTIFICATE THIS MN' CORI1ECTl.Y R£PR£SENTS A SU1N£Y UADE BY !IE OR UND<R IIY DIR<C71ON IN CONFOR!IANCE WITH THE MQUIRD,/£NTS OF THE SU/MY RECORDING ACT AT THE REQUEST OF RENTON SENIOR HOUSING Alm-IORITY ON OCTOBER 31ST. 1990. ~ .. ,.!~tt II/JrI?'-rrcATf: 5524 .. r 1/ I(~~ .. ,.", I \l •.... : ! s~ 9 ' '. I .l.·~ .. ~ I~P •. :.-"" "';, :, TH~UN.Q~RSlGNED, A NOTAfJ :ft~~:t'i-~0~:~/~7~:/1_f;z;;fNE::'TH~ .,::' ....... :. DEaLARA TlflN AND ACKNOWILDGED TO ME THAT THEY SIGN£[) THE SAME AS THEIR FREE '" ..... ,: .. :.. .:.·:r:ri!fftRJy ~yNJNg~~ClA~:S~~L THE DAY A~m:N. ... __ .. ' " --,J" ,,:' .:' .,:: -':-''-__ .Nq.TARY PUBUC IN ANO FOR THE .. " ..... --.,'.' __ .;.,. STA"TE~.!,)l!!!!!GTON, RESIDING --'. __ •. ~:' .-:,,:' .:,,:,' ,,: ...... --; IN.,.".,~ .. ~ 11f'/f~ ,.-.J'- ,~. ... : ..... :.,:' .... RECORDING CERVaGATE RECORO NUMRU?!,fO.Q ..... / FILED FOR RECORD THlSrDAY OF ~AD. L1H....,AT ~ IN BOOK rJ.I__ OF SURVEYS ON PAGE~AT THE REQI/UT OF (JrYCFREHrON • ""'n.~., H .. ~ ".~_ t? ..... ..-.... /. k A~/,,-,._~ IMNAGofO SUP£R1/ftEN£IDff OF RECORDS ,,"-.,' :: PORF!Qii:~f T/:IiNE'I/~"~F -~~~'s';:;;~:OF .,' ~7;,{rg~ :;'·;"WJM~::S'::f!.gT~~," IN THf .' " .: .:. D,f,rc: .. :~.'~ OIl;C!. C£ .... ';i.s. (2iifJ.~~: P.D. tlO)I.:q~ RDin:w;' .. WASK'NGmv.,.~~.,s:. ...•. HOUSER Tt:.):u:{A ~'E DEV£l;.OPN{£NT RENTON SENIOi/HaIJS11«LSHORT FtAT SHPL NO. 020-91 • _ sa '/28 RC8AR o = EX REBAR OR PIPE Jt.NUARY 28, i-:J9J + -D( CONCR~ M()fIUI.IOIT 503 .. :;008-90(' SHEET '-OF 2, ... .-:' ~:'::. ~ . ..... •• ~'._ ••• u "'.~.:' ""':: .,.-,:::--"';': ~~~ :::" .~: .-:: .... "'::.-.,. ':, :~:,. 3)~' .~~. :~:.: .. :",:/' , .. ~" ,.". :~. .:~.- .--... ' "::1 :: :: --: , '. , '. ' .. :,::";-- . , REQUEST FOR CRITICAL AREAS EXEMPTION f£.B-?l 1\\\\?l ft:~~Nf;X Applicant Name Puget Sound Energy Brief Description of Project (FOR SEPA EXEMPT ACTIVITIES) City of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 I Project Name Talbot Hill -Beverly Park ADSS Fiber Optic Project I Phon. Number 425-462-3821 As part of a coordinated maintenance project with Bonneville Power Administration, Puget Sound Energy proposes to install a new fiber-optic line along 34+ miles of an existing transmission line corridor extending from the City of Renton to the City of Everett. Prior to installation of the communication fiber-optic line, several poles will be replaced. This routine maintenance (pole replacement, re-guying and arm replacement) is expected to occur in the spring of 2008 followed with installation of the fiber-optic line in the summer of 2008. Segments of the line cross within City of Renton jurisdiction as depicted on accompanying Site Plans. Type of Critical Area Aquifer Protection Area One and Two, Flood Hazard, Geologic Hazard, Shoreline I:8J Work Occurs in Critical Area [gI Work. Occurs in Buffer Streams and Lakes, and Wetlands Aquifer Protection Area one arid Two, Arf.,ufer Protection:: One and Two, Flood Hazard, Geologic Hazard Flood Hazard Gaol Ie Hazard PURPOSE: Exempt activities provided with a letter of exemption from the Development Services Administrator may intrude into a critical area or required buffer (Subject to any conditions or requirements provided by the Administrator). APPLICABILITY OF EXEMPTIONS: The following is a general list of activities that may be exempt from the critical areas regulations. More specific descriptions of the activities are contained in the Critical Areas Regulations. Some of the listed activities may not be exempt in certain critical areas. The Development Services Division will evaluate you request according to the City of Renton Critical Areas Regulations in RMC 4-3-050C, J, L, and N. I AM REQUESTING A CRITICAL AREAS EXEMPTION FOR ONE OR MORE OF THE FOLLOWING ACTIVITIES: D Conservation, Enhancement. and Related Activities: • Conservation or preservation of soil, water, vegetation. fish, and other wildlife • Enhancement activities as defined in chapter 4-11 RMC 1 • Any critical area, buffer restoration, or other mitigation activities that have been approved by the City D Research and Site Investigation: • Nondestructive education and research • Site investigative work necessary for land use application submittals such as surveys, soil logs, etc. D Agricultural, Harvesting. and Vegetation Management: • Harvesting wild foods • Existing/Ongoing agricultural activities 1 PW/DevServ/FonnsJPlanningJCriticalAreasExemptionSEPA 6 01106 , • Removal of dead, terminally diseased, damaged, or dangerous ground cover or hazardous trees which have been certified as such by a forester, registered landscape architect, or certified arborist o Surface Water Alteration: • New surface water discharges provided the discharge meets the requirements of the Storm and Surface Water Drainage Regulations 1 23 • New or modified regional stormwater facilities 1 2 3 • Flood hazard reduction 1 34 6 ~ Roads, Parks, Public and Private Utilities: • Relocation of Existing Utilities out of Critical Area and Buffer • • Maintenance, operation, and repair of existing parks, trails, roads, facilities, and utilities 1 2 Installation, construction, replacement, or operation of utilities, traffic control, and walkways within existing improved right-if-way or easement 1 2 • Modification of existing utilities and streets by 10% or less 1 2 5 • Mana~ement and essential tree removal for public or private utilities, roads and public parks o Wetland Disturbance, Modification, and Removal: • Any activity in small Category 3 wetlands 1 2345 • Temporary disturbances of a wetland due to construction activities that do not include permanent filling 1 235 o Maintenance and Construction for Existing Uses and Facilities: • Remodeling, replacing, or removing existing structures 1 2 • Normal and routine maintenance and repair of any existing public or private uses and facilities where no alteration of the critical area and required buffer or additional fill materials will be placed 1 2 • Construction activity connected with an existing single family residence or garage, provided that no portion of the new work occurs closer to the critical area or required buffers than the existing structure 1 2 • Existing activities which have not been changed, expanded or altered provided they comply with the applicable requirements of chapter 4-10 RMC 1 o Emergency Activities: • Removal of trees or ground cover by a City department, agency, public, or private utility in an emergency situation • Public interest emergency use, storage, and handling of hazardous materials by governmental organizations in an Aquifer Protection Area ADDITIONAL PERMITS: Additional permits from other agencies may be required. It is the applicant's responsibility to obtain these other approvals. Information regarding these other requirements may be found at http://apps.ecy.wa.gov/opas/ PWlDevServ/Forms/Planning/CriticalAreasExemptionSEPA 7 01106 , For City Use Only o Exemption Granted Neil Watts, Director Development Services Division Signature: ___________ _ Conditions of Approval: 1 Exemption does not apply in Aquifer Protection Areas 'Exemption does not apply in Flood Hazard Areas 3Exemption does not apply in Geologic Hazard Areas 'Exemption does not apply in Habitat Conservation Areas SExemption does not apply in Streams and Lakes: Class 2 to 4 ·Exemption does not apply in Wetlands PWlDevSelV/FormsJPlanning/CriticalAreasExemplionSEPA 8 o Exemption Denied Date: ________ _ 01106 01/1S!2008 PRI 11: 1j1 FAX 4::':"jw3073¢O ~~. y :'" ,,!!-~ ton DS/EDNSP DEVELOPMENT SERVICES DMSION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS This requiremenl may be waived by: 1. Property setvkes Section . PROJECT NAME: P'~ Pi~(Jh:.,t:a"L{ 2. Public Works Plan Review Section 3. Bullding Section DATE: _---'~"'--'--____l..( <g;...<II-'·1,tJ::.......::.,:O$=-- 4. Development Planning Section O:\WEB\PW\DEVSERV\fonns'Ptanning\WaiYerotsubmttalreqs_9-0oJ.!s Ii!JOO2/00l , '··:·i,U C;'.i 01/18/2008 PRI 11:58 PAX 42;143013(: :'.+_;' -:: :-'tnton DS/BDNSF DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS [,;liOOl/OOl This requiremenl may be wa~d by: t. Properly Services Section PROJECT NAME: ~ n'~-of116 U<.i.J(c l. Public Works Plan ReVIeW Section I. BuBdIng Sectlon I. Development Planning 8e<;tion DATE: _-"'c}alc.........:v\c..:.I.:..J~ (~'U~OO~ __ . , .. tt~ ";".,;\:;,,..0 \l, ')I'(\'C 'i1 -,.-j~-"'i..: .. ,-.~ -, T-1317 MOORLANDS -VITULlI T-ll'l0 BEVERLY -COTTAGE BROOK '~ '---..J ill/I ! ii_ /_ I I i r.--L.....J i i II ( I I ! \ / 1!lI ~_ --, J+ ... ~ .. "'*"~. 1 'I " -_.! ~.-I -L. _ ""! ~j , j ",' , "',: --, 1 .,/:-' -I i. 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"I I ~:.i: , I I "I t ~.~ ~ , Iii " j i i I -t- 1-) , , I I I I I :~< ~ u~~·'~ " ~:-.' . V · ~ I I I , I I I I , 1'1 -! I " I , , , ':) '" '~.""""" ""~ -, i I , \ /), , / /, ....... ://------ '\~--'- : \ "- \ ') , I / ;' / · 1/ '_. '«~~-, · \ '''-., " ~ \ '-\ \ \ ) / / '"'"""., .... " I I , I I I , I I I , I I I "'[.~I"''''- I I ! I 1 r- i~ I~ 'w I~, lu .. ' 1,'1 ' t:' " ,~91 I , '~f\L~: ',.,., 'I ,. ., \ \ \ \. / \ i ::: ~ ::: , " " . ~ ~ '~ :, > ' ,. " <-•• , . . , • .w ~~ o/~; ~(ln , , 'j ~' " "~ February 4, 2008 Puget Sound Energy P.O. Box 90868-XRD-Ol Bellevue, Washington 98009-0868 Attention: Leann Kostek and Larry Tornberg Subject: Letter Project Narrative for City of Renton GEOENGINEERS CJ Talbot Hill-Beverly Park ADSS Fiber Optic Project: Critical Areas (Aquatic) Renton, Washington File No. 0186-722-00 INTRODUCTION GeoEngineers, Inc. (GeoEngineers) was contracted by Puget Sound Energy (PSE) to assist with environmental permitting associated with the proposed PSE Talbot Hill to Beverly Park ADSS Fiber Optic Project (referred to as "the project" and described further below). During a pre-application meeting with City planners on November 28, 2007 and subsequent communications between GeoEngineers and the City, it was determined that the proposed project would qualify for an exemption from many of the shorelines and critical areas requirements typically associated with work near aquatic critical areas. This letter serves as the Project Narrative that describes the project and contains references to the permitting documents required by the City for this project. PROJECT DESCRIPTION PSE plans to upgrade an existing 34-mile segment of 115 kilovolt (kV) electrical transmission line from Renton to Everett with an internal communication fiber optic line. The line is jointly operated by PSE and Bonneville Power Administration (BPA) and all structures are within franchise road right-of-way and existing easements. PSE and BPA will lise the new fiber optic line as an integral part of their power transmission system. The new fiber line will be used solely by PSE and BPA to increase the reliability of the electrical transmission system by improving monitoring and communication between substations, generation plants, and other operation facilities. This project is considered a maintenance effort. The project will span eight regulatory jurisdictions including the Cities of Renton, Newcastle, Bellevue, Woodinville, Bothell, Everett, and unincorporated King and Snohomish Counties (Figure 1). The segment proposed for fiber optic upgrade contains four main lines: Talbot Hill-Lakeside #1, Sammamish-Lakeside # 1, Sammamish-Vitulli, and Beverly-Cottage Brook; poles along a small portion of the Moorlands-Vitulli line are also affected. The existing line contains two parallel transmission lines separated by a maintained utility corridor of approximately 100 feet. These lines were originally constructed in the 1940s and contain approximately 250 aging transmission structures that will require either replacement or repair prior to installation of the fiber optic line. Therefore, the overall project will involve four phases: (1) replacement or repair of aging transmission structures (e.g., replacement of entire structure, arm replacement only, or repair of guy-wires) where needed; (2) installation of new utility vaults or other storage facilities for extra fiber line in selected areas; (3) stringing the fiber-optic line on the existing or repaired structures in the hot zone of the electrical transmission line; and (4) any Puget Sound Energy February 4, 2008 Page 2 necessary site restoration work. In some limited cases, this maintenance work may involve minor improvements to existing access roads to allow equipment into the corridor andlor "brushing out" of surrounding shrubs to allow physical access to the structure. The fiber optic cable will be installed on the easternmost line (Line I) of each of the four lines. A small number of structures on the parallel Line 2 will also be repaired as part of this maintenance project. The project will also involve the installation of underground storage vaults in several locations throughout the utility corridor. The vaults will bc approximately 4 square feet in size and will be in close proximity (e.g., approximately 10 feet) from existing pole structures. Excavation for vault installation will be limited to an area no more than 2 feet around the outer edge of the vault; the area around the new vault will be backfilled with native material or supplemental gravel if needed. The portion of the corridor within the City of Renton covers 3.6 miles, starting at Beacon Way Sand heading in a general north and slightly east direction to Olympia Avenue NE near Newcastle. The Talbot to Lakeside transmission line extends north through the City starting from the Talbot-Hill Substation. The section of the corridor within the City's jurisdiction traverses Sections 20, 21, 16 and 09, Township 23N, Range 05E and Section 04, Township 24N, Range 05E of the Willamette Meridian. Approximately 35 pole structures within the City limits will be replaced or repaired and approximately two vaults will be installed. Only two of the pole structures requiring repair or replacement are adjacent to an aquatic critical area; this area and the wetland feature are described in detail in the accompanying wetland delineation. BASIS FOR EXEMPTION PSE qualifies for exemption on the basis of the fact that the project's main purpose falls under the second exemption: "Normal maintenance or repair of existing structures or developments." This exemption was authorized by Jennifer Henning, Planning Department (1118/08) in a Waiver Sheet itemizing the permit documents required. ANTICIPATED DATES OF WORK PSE anticipates beginning construction at the southern limits of the full project, in the City of Renton, in March 2008. Construction activities within the City limits will likely last at least 3 months. OTHER PERMITS REQUIRED At this time the project is not anticipated to require state or federal environmental or land use permits because it is primarily a repair project for existing utility infrastructure. Within the City of Renton and the other local jurisdictions affected, the project will require documentation of land use exemptions (shorelines and critical areas) and some minor critical areas documentation in cases where repair work is in close proximity to wetlands or streams. In addition, the project will require road permits for each jurisdiction; within the City of Renton the road permit applications have been submitted as of mid January. CURRENT AND PROPOSED USE OF SITE The project site is an existing PSE-operated electrical utility corridor. Surrounding land uses include residential, commercial, and industrial and are not expected to change under the proposed project. File No. OJ86-722-00 GEoENGINEER~ Puget Sound Energy February 4, 2008 Page 3 SPECIAL SITE FEATURES The 3.6 miles of corridor within the City contains several mapped geologic hazard areas. These areas as well as the full length of the corridor were investigated by GeoEngineers geologists and several erosion hazards within the City of Renton were noted (Table I). Work in these areas is not expected to result in substantial geologic hazards provided standard best management practices (BMPs) are followed (Attachment A). The site also contains several mapped aquatic critical areas. GeoEngineers biologists investigated the full length of the line and confirmed the presence of two wetlands near the corridor and four stream crossings. We prepared a full delineation for the only aquatic critical area with a buffer that will likely be impacted by the project. SOIL TYPE AND DRAINAGE CONDITIONS Surficial soils have developed during the approximately 13,000 years since the glaciers retreated. This is a relatively short time by geologic standards, and the soil-forming processes generally have not had a great impact on the characteristics of the geologic materials from which the surficial soils have been derived. Soils at the site are classified in the Soil Survey, King County Area, Washington (Soil Conservation Service [SCS]), 1973). The SCS classifies the majority of the soils along the transmission line corridor as Alderwood gravelly sandy loam (AgC and AgO), Alderwood-Kitsap complex (AkF), Everett gravelly sandy loam (EvC and EvO), Arents, Alderwood materials (AmC), Arents, Everett materials (An), Indianola loamy fine sand (InC), pitslquarry (Pits), Puyallup fine sandy loam (Py),and Riverwash (Rh) . The C, 0, and F sub-classifications pertain to the general slope inclination and have a bearing on the erosion hazard of the soil. The AgC soils occur where the ground slopes from 6 to 15 percent; the erosion hazard of these soils is moderate. AgC soils are mapped between poles 015 and 0/9. AgO soils occur where the ground slopes from 15 to 30 percent; the erosion hazard of these soils is severe. The AkF soils consist of about 50 percent Alderwood soils, about 25 percent Kitsap silt loams and lesser amounts of other soils on very steep slopes; the erosion hazard of this soil complex is considered severe to very severe. This soil type is mapped in the northern end of the area and poles 0110 and Dill. The EvC soil type forms on outwash gravels where the ground slopes at gradients of 6 to IS percent; the erosion hazard is described as slight. The EvC soils are mapped at pole III and 112. The AmC soils are mapped in areas of disturbed, urbanized land originally underlain by Alderwood materials; the erosion hazard characteristics are moderate to severe. The AmC soil type is located in the north central area from pole 211 to pole 3/4. The An soils are mapped in areas of disturbed, urbanized land originally underlain by Everett materials; the erosion hazard characteristics are considered moderate. The An soil type is mapped at poles 117 and 118 where the slopes are less than IS percent. The InC soils occur where the ground slopes from 6 to IS percent; the erosion hazard of these soils is slight to moderate. The InC soils are located in the northern end of the area and fonn on recessional glacial drift. Soil mapped as "Pits" are located in areas disturbed by rock or gravel mining, resulting in the stripping off of natural soil horizons and the underlying parent material. This soil type is mapped between pole 112 to pole 1/5, and likely was underlain by Everett series soils. The Py soils form on alluvium and form overbank levees. The Py soils occur where the slopes are less than 2 percent; the erosion hazard of these soils is slight. The Py soil type is mapped approximately from pole 0/12 to pole III. The Rh soils are mapped in long narrow areas along streams and rivers and typically consist of sand and gravel deposits. These areas are subject to severe erosion and deposition. File No. 0186-722-00 GEOENGINEERS g Puget Sound Energy February 4, 2008 Page 4 TOTAL ESTIMATED CONSTRUCTION COST The total estimated construction costs will be greater than $2,500. PROJECT CONSTRUCTION DETAILS -FILL AND EXCAVATION The structure replacement or repair phase of the project is anticipated to involve the most intensive construction activity; the bulk of the fiber optic installation can be done manually. Structure replacement activities will require access by large trucks and other heavy equipment. PSE contractors will first use an auger to dig a new hole approximately 10-12 feet deep immediately adjacent to the existing pole. A new pole will be placed with a crane, or, in cases with very limited access, with a helicopter, in the new hole and the cross-anns and other structures will be attached. The electrical transmission lines will then be removed from the old pole and re-attached to the new pole. Old structures will be removed and the old pole will be cut down. Poles will not be cut at ground line. Excavations left after pole removal shall be filled with compacted gravel or compacted native soils. Ann repair or replacement will similarly use large equipment to place new cross-anns on the existing poles. In cases where poles requiring ann replacement are in or near sensitive aquatic or geologic areas, PSE contractors can walk in the new cross anns and install them manually. All lay-down and staging areas will be within the existing maintained corridor in easement areas currently accessible to PSE. There may be some remote laydown areas in areas with limited accessibility, especially where helicopter use is required. The installation of the new fiber optic line will be conducted manually where at all possible. The fiber optic line is very lightweight and can be walked in to the line and installed by hand and with pulleys. Where the line will need to cross a stream or river, a modified bow and arrow or similar work practices will be used to "shoot" the line across. TREE REMOVAL The project is not anticipated to involve any tree removal at this time. DISTANCE FROM CLOSEST AREA OF WORK TO OHWM Cedar River is the only regulated shoreline that the project will cross. The structure requiring repair or replacement that lies the closest to the Cedar River is pole 0111; it is within 0.198 miles of the Cedar River. The new fiber optic cable will cross the river. The river lies in a relatively steep ravine in this area and the shoreline is relatively undisturbed. File No. O/S6-722-00 GEoENGINEER~ Puget Sound Energy February 4, 2008 Page 5 Thank you for the opportunity to work with you on this project. If you have any questions or comments please call (360) 769-8400. Yours very truly, GeoEngineers, Inc. J~~~ Environmental Scientist APL:LAB:j1 ORCH\O\0186722\OO\Finals\O I 8672200RevisedL _Renton Project N arrative.doc Attachments: Figure I. Vicinity Map Table I. Renton Geologic Hazards Attachment A -Standard Construction Temporary Erosion and Sediment Control Measures Puget Sound Energy Talbot HiII-Beverly Park ADSS Fiber Optic Project File No. 0186-722-00 GEoENGINEER~ § N N ~ ~ c -c; ;:; c: :r. co , , , " , '. '. , , , , I i , , , ! I r J ...... _-- ." Ih" mop .. ~ Io~h prop;><.ed popel.,. '011''''''' .pp'O.' .... IocIQ I<IO 'r'~'~~ I<> ., .. ,., .. '.p _. O1I'>tof~_.'a.>Ch lIS n>ach and c.oun!y bounde,--PCl'P' 0'1 the ~ 'Of t.fe_ only _ do not .. pt"~,, .'u~I'IOI, .. • .~ tl(;o"'~ T~""'I»". Ie< .. IOf"....!~ ""'paW'WId I'I'"ey _!I.... beetI",~edbOt t.. ... ~b .l ..... ......,',"9 01 ........ e ..... p...'PO~" V-,Df_ontor ... ,O'!.".""., ,_ Of cotIwJlltw prwna,.,. da'. ar>d ,nlorlT'lltoan _" 10 alC«lao'l .". \ll..)11~ •. , (IT :.~ '~'", n'~ on ",,,.~p"'."St;Jte Ptlrk r.ger Moumok! Sll)te ~I--------------------------------~--r---------------------------------------------------------------~ ~ G E (j) VICINITY MAP :;; EO NGINEERS 1--------------1 ~ Eanh Science + TechnololY "-~------------------------------------~------------------------------------------------------------------------~ FIGURE 1 Line line # T albol-Lak eside 1 Talbot-Lakeside 1 Talbot-Lakeside 1 Talbot-Lakeside 1 Talbot-Lakeside 1 Talbot-Lakes ide 1 Talbot-Lakes ide 1 Talbot-La keside 1 Talbot-Lakeside 2 -------. __ ........ Tltlbol 1-1," -Beverly Perk A DSS f-oor OpflC PrOJCc/ TBble I Location/Po te Map Book Action No Reference No. Replace North Guys to 7/16" 014 1 Replace 0/5 1 Replace 016 1 Replace 018 1 Replace 019 1 Verify guying 0/10 1 Replace 0111 1 Replace 113 2 Replace 113 2 TABLE 1 RENTON GEOLOGICAL HAZARDS Access Geologic Critical Areas (MappedU ) Mapped Soil uF rom City of Renton Landlnfo Parcel Map Temporary spur from Beacon Way S or from Coal m ine hazard Age -A1derwood gravelly existing access road off of Beacon Way S. sandy loam, 6 to 15 1''10 slopes Access right off of Beacon Way S. Coal mine hazard AgC -A1derwood gravelly sandy loam, 6 to 15 % slopes Temporary spur from Cedar Ridge Dri ve SE or from Coal mine hazard -continues E AgC -Alderwood gravelly existing access road between Beacon Way Sand between on & 0/8 sandy loa m, 6 to 15 % Cedar Ridge Drive SE slopes Existing access road off of Cedar Ridge Drive SE. Erosion hazard E of pole AgC -Alderwood gravelly Wetland buffer issues. sandy loam , 6 to 15 % slopes Existing access road off of Royal Hills Drive SE. Erosion hazard AkF -AldelWood and Kitsap soils, very steep Inside gated community off of Royal H ill D r SE . Erosion hazard AkF -Alderwood and Need to investigate access through gated area. Kitsap soils, very steep Possible temporay spur along T line before gated c ommunity but poss ible wetland b uffer/stream i ssues. Inside gated community off of Royal H ill D r SE . Erosion hazard Age -Alderwood gravelly Need to investigate access through gated area. sandy loam , 6 to 15 % Possible temporay spur along T line before gated slopes community but possible wetland buffer/stream issues. Exisiting access area off of Fernda le Ave SE. PITS (infer Everett Series) PITS (infer Everett Series) Page 1 of 2 Drainage Geologic Areas· Field Notes from Additional Verification Permeability -moderately rapid (surface , No Surface Indication of Coal Mine Hazard Impacts. Review of coal mine subsoil) to very slow (substratum): Runoff-workings indicate tunnels, ad lts and other workings are outside of work area and slow to medium : Erosion hazard -deep be low the ground surface. No further recommendations. moderate ; Drainage direction -flat Permeability -moderately rapid (surface, No Surface Ind ication of Coal Mine Hazard Impacts. Review of coal mine subsoil) to very slow (substratum); Runoff-workings indicate tunnels, adits and other workings are outside of work area and slow to medium; Erosion hazard -deep be low the ground surface. No further recommendations. moderate; Drainage direction -flat Permeability -moderately rapid (surface, No Surface Indication of Coal Mine Hazard Impacts. Review of coal mine subsoil) to very slow (substratum); Runoff-workings indicate tunnels, adits and other workings are outside of work area and slow to medium; Erosion hazard -deep below the ground surface. No further recommendations. moderate; Drainage direction -ENE Permeability -moderately rapid (surface , Erosion hazard witin approx 50 feet to east with drainage path confined between subsoil) to very slow (substratum); Runoff-a low through-cut where pole is located . A steep slope/landslide hazard area is slow to medium; Erosion hazard -within about 100 feet to the east. Implement standard BMPs moderate; Drainage direction -ENE Permeability -variable; Runoff -rapid to Erosion , steepslopel1andslide hazard area . Will use existing access road. very rapid ; Erosion hazard -severe to very Access along existing trail along valley/ravine bottom. severe; Slippage -severe; Drainage direction ~ ENE Permeability -variable ; Runoff -rapid to Steep slope/landslide hazard area within approximately 50 feet to west. 4-5-foot- very rapid ; Eros ion hazard -severe to very high fill slope adjacent to pole. severe; Sl ippage -seve re; Drainage direction -omnidirectional Permeability -m oderately rap id (su rface , Confi rmed erosion and landslide hazard area . Steep ravine headwall appox 70 subsoil) to very slow (substratum); Runoff-feet to the north that may include headscarp of ancient deep-seated landslide slow to medium; Erosion hazard -(high landslide hazard area). Slope from ravin e rim to poles is indined to approx moderate; Drainage direction - N 45% (high landslide hazard), slopes inside ravine indined >100%. Permeabili ty -rapid; Runoff -slow to Erosion/steep slopellandslide hazard area no! on inventory maps. Erosion medium on slopes < 15%, and medium to hazard along access route, but surface is graveled/rocked. Steep rapid on slopes> 15%; Erosion hazard -slopellandslide hazard are downslope of pole (Poles are on surface high point). slight to moderate on slopes < 15%, and Implement BMPs. moderate to severe on slopes> 15%; Drainage direction -omnidirect ional Permeability -rapid; Runoff -slow to Erosionlsteep slopellandslide hazard area not on inventory maps. Erosion medium on slopes < 15%, and medium to hazard along access route, but surface is graveled/rocked . Steep rapid on slopes> 15%; Erosion hazard -slopellandstide hazard are downslope of pole (Poles are on surface high point). slight to moderate on slopes < 15%, and Implement BMPs. moderate to severe on slopes> 15%; Drainage direction -omnidirectional r .. ..., ... " .. Q Line Une# Talbot-Lakeside 2 Ta lbot-La keside 2 Ta lbot-lakeside 1 Ta lbot-l akeside 2 Talbot-lakeside 1 Talbot-Lakeside 2 TfIIlJOI HoU _ Bd .... 'Jy P",~ ADSS Fiber Op(H: Proj ed r",", L ocation/Pol e No 1/4 1/5 2/8 2/8 315 315 Map Boo k Action Reference No. Reframe 2 Reframe 2 Replace 3 ,4 Reframe 3 ,4 Reframe 4 ,5 Refram e 4,5 ~e Ac ces s Exisiting access off of NE 1st Street. May need improvements . Exi sting access from recyd ing facilities to east. Probable need fo r improvements. Temporary spur off of M onroe Ave NE. Newport Ct NE Replace Rcframe Repla c e Guying Exist Verif y Guying TABLE 1 (CONTINUED) RENTON GEOLOGICAL HAZARDS Geo logic Crit ical Areas (Mapped'·) Mapped S oi l "From City of Renton La nd lnfo Parcel Map PITS (infer Everett Series) PITS {infer Everett Series} AmC -Arents, Alderwood material, 6 to 15% slopes AmC -A r ents, Alderwood material, 6 to 15% slopes Erosion hazard documented near AgC -AJderwood gravelly pole. sandy loam, 6 to 15 % slopes Erosion hazard documented near AgC -AldelWood gravelly pole . sand y loam, 6 to 15 % slopes --_. --- Pl.Ige2of2 Drainage G eol ogic Areas· Fie ld N o t es from Additional Ve rification Permeability -rapid ; Runoff -slow to Poles situated on top of berm that separates north and south detention ponds. medium o n slopes < 15%, and medium to North -facing slope of berm is buttressed with rockery wa11 ; south-facing slope is rapid on slopes> 15%; Erosion hazard -grass slope approx 30%. Avoid access/activity on steep slopes of berm. sl ight to moderate on slopes < , 5%, and moderate to severe o n slopes:> 15%; Drainage direction -N E Permeabi lity -rapid ; Runoff - slow to Erosion/steep slopellandslide hazard area not on inventory maps. Site upslope medium on slopes < 15%, and mediu m to of and about 50 to 60 feet north of erosion and steep slopellandsHde hazar d . rapid on slo pes :> 15%; Erosion hazard-Very steep 35 foot high bluff indined up to 14 0% w ith lo ose sand and gravel soi l sl ight to moderate on slopes < 15%, and (outwash). Standard BMPs. moderate to severe on slopes> 15%; Drainage direction -S Permeability -moderately slow to Erosion hazard adjacent and parallel to easement. Avoid access across erosion moderately rapid ; Runoff -medium; Erosion hazard a reas. hazard -mderate to severe; Drainage direction - W Permeability -moderately slow to Erosion hazard adjacent and parallel to easement. Avoid access across erosion moderately rap id ; Runoff -medium ; Erosion hazard a reas. hazard -mderate to severe; Drain age diredion -W Permeability -moderately rapid (surface, Well away from e r osion hazard area , with other development between. subsoil) to v ery slow {substratum}; Runoff- slow to medium ; Erosion hazard - moderate; D ra inage direction -fl at Perme abi lity -moderate ly r apid (surface . Well away from erosion h<lzard area , with other development bel\veen. subsoil) to very slow (subst ra tum); Runoff - slow to mediu m ; Er osion hazard - moder ate , D ramage direction -flat --_ ... --- ORCH"ltN)I8en21.lXJ'lJ'1fl IlJ510JU72200i.._RMIOO Gell!ogoc H6.l.",d~ TBbHI .13 r_",_, .. a GEOENGINEERS I!J A TTACHMENT A STANDARD CONSTRUCTION TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES PUGET SOUND ENERGY TALBOT HILL -BEVERLY PARK ADSS FIBER OPTIC PROJECT ATTACHMENT A STANDARD CONSTRUCTION TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES PUGET SOUND ENERGY TALBOT HILL -BEVERLY PARK ADSS FIBER OPTIC PROJECT INTRODUCTION This standard provides minimum guidelines for temporary erosion and sediment control (TESC) procedures for the Talbot Hill -Beverly Park ADSS Fiber Optic project. This plan covers activities associated with installation of the fiber optic line and utility vaults and maintenance activities associated with replacement and reframing of existing wooden poles. Site-specific erosion control plans and/or local jurisdiction requirements supersede this standard. Erosion and sediment control requirements are established by state and local jurisdictions. The intent of this standard is to ensure that minimum jurisdictional requirements are met for all proposed work. In general, stonn water runoff or pump discharge leaving a worksite shall be free of sediment, and sediment shall not remain on any hard surface whcn the work is complete. Any flowing ditch, body of water, or sensitive area shall be protected from erosion or sedimentation caused by the proposed work activities. The objective of the TESC measures is to implement Best Management Practices (BMPs) to prevent erosion and sedimentation and to identify, reduce eliminate or prevent stonnwater contamination and water pollution from construction activity. These BMPs have been developed based upon a review of conditions throughout the project corridor as wen as BMP recommendations and drawings provided by affected local jurisdictions. PSE and its repair crews plan to use the list as a "toolbox" from which appropriate site specific measures will be selected and implemented to prevent adverse environmental impacts throughout project construction. BEST MANAGEMENT PRACTICES MARK CLEARING LIMITS To protect adjacent properties and to reduce the area of soil exposed to construction, the limits of construction will be clearly marked bcforc land-disturbing activities begin. Trees that are to be preserved, as well as all sensitive areas and their buffers, shall be clearly delineated, both in the field and on the plans. In general, natural vegetation and native topsoil shall be retained in an undisturbed state to the maximum extent possible. The BMPs relevant to marking the clearing limits that will be applied for this project include: • Preserving Natural Vegetation -Detail 22/EC-I 0 • Buffer Zones Ecology -Dctail 23/EC-1 0 • Temporary Safety/Exclusion Fencing -Detail IIBC-I. ESTABLISH CONSTRUCTION ACCESS Construction access or activities occurring on unpaved areas shall be minimized, yet where necessary, access points shall be stabilized to minimize the tracking of sediment onto public roads, and street sweeping and street cleaning shall be employed to prevent sediment from entering state waters. For this linear project vehicle access and exit points shall be limited to as few as possible. The specific BMPs related to establishing construction access that will be used on this project include: • Stabilized Construction Entrance -Detail 2/EC-2 File No. 0/86-722-00 A-I GEOENGINEER~ CONTROL FLOW RATES In order to protect the properties and waterways downstream of the project site during construction, stormwater discharges from the site will be controlled. The specific BMPs for flow control that shall be used on this project include: • Silt Fence - Detail 31EC-2 • Silt Fence for Sloped Areas -Detail4lEC-2 • Double Layer Silt fence - Dctail 5/EC-2 • Reinforced Silt Fence for City of Bellevue -Detail 26IEC-12 • Straw Bale Sediment Barrier - Detail 6/EC-3 • Compost Berms -Detail 7/EC-4 • Temporary Rock Check Dams -Detail IllEC-6 • Rock Check Dam for the City of Bellevue -Detail 27/EC-12 • Typical Interceptor Ditch/Trench - Detail 121EC-6 • Typical Interceptor Dike - Detail 13/EC-6 • Utility Pole Worksites -DetaiI16/EC-7 • Utility Pole Worksites near/or adjacent to Ditches, Slopes or Wetlands -Detail l7/EC-7 • Straw Wattles or Coir Logs -Detail18lEC-8 • Straw Rolls for the City of Bcllcvue -Detail 28/EC-12 In general, discharge rates of stormwater from the site will be controlled where work activities could lead to downstream erosion, or where necessary to meet local agency stormwater discharge requircments (e.g. discharge to combined sewer systems). INSTALL SEDIMENT CONTROLS All stormwater runoff from disturbed areas shall pass through an appropriate sediment removal BMP before leaving the construction site or prior to being discharged to an infiltration facility. The specific BMPs to be used for controlling sediment on this project include: • Silt Fence -Detail 3/EC-2 • Silt Fence for Sloped Areas - Detail 41EC-2 • Double Layer Silt fence - Detail 8/EC-5 • Reinforced Silt Fence for City of Bellevue -Detail 26/EC-12 • Straw Bale Sediment Barrier -Detail 6/EC-3 • Compost Berms -Detail 71EC-4 • Straw Mulch -Detail 81EC-5 • Temporary and Permanent Seeding -Detail IOIEC-5 • Plastic Covering -Detail 14/EC-7 File No. 0186-722-00 A-2 GEOENGINE£R~ • Utility Pole Worksites - Detail 16/EC-7 • Utility Pole Worksites near or adjacent to Ditches, Slopes or Wetlands -Detail 17 IEC-7 • Erosion Control Net or Blankct -Dctail19/EC-8 In addition, sediment wiIl be removed from paved areas in and adjacent to construction work areas manually or using mechanical swecpers, as needcd, to minimize tracking of sediments on vehicle tires away from the site and to minimizc wash-off of sediments from adjacent streets in runoff. Whenever possible, sediment laden water shall be discharged into onsite, relatively level, vegetated areas. Any accumulated sediment shall bc removed after construction is complete and the permanent stormwater BMP will be restabilized with vegetation pcr applicable design rcquirements once the remainder of the site has been stabilized. STABILIZE SOILS Exposed and unworked soils shall be stabilized with the application of effective BMPs to prevent erosion throughout thc life of the project. The specific BMPs for soil stabilization that shall be used on this project include: • Surface Roughening -Detail 24/EC-ll • Straw Mulch -Detail 8/EC-5 • Temporary and Permanent Seeding -Detail IO/EC-5 • Plastic Covering -Detail 14/EC-7 • Utility Pole Worksites -Detail16/EC-7 • Utility Pole Worksites ncar or adjaccnt to Ditches, Slopes or Wetlands - Detail 17 IEC-7 • Erosion Control Net or Blanket -Detail 19/EC-8 In general, soils will be stabilized as soon as possible and soil stockpiles wiIl be temporarily covered with plastic sheeting. All stockpiled soils shall be stabilized from erosion, protected with sediment trapping measures, and where possible, be located away from storm drain inlets, waterways and drainage channels. PROTECT SLOPES All cut and fill slopes wiIl be designed, constructed and protected in a manner than minimizes erosion. The following specific BMPs will be used to protect slopes for this project: • Surface Roughening - Detail 24/EC-ll • Silt Fencc for Sloped Areas -Detail4IEC-2 • Reinforced Silt Fence for City of BelIevne -Detail 26IEC-12 • Temporary and Permanent Seeding -Detail IOIEC-5 • Erosion Control Net or Blanket - Detail 19/EC-8 • Utility Pole Worksites near or adjacent to Ditches, Slopes or Wetlands -Detail 17/EC-7 Fife No. 0186-722-00 A-3 GEOENG'NEER~ PROTECT DRAIN INLETS No new storm drain inlets will be installed as part of this project. Existing storm drain inlets near the site that could potentially receive surface nmoff or dewatering water from the construction site shall be protected to prevent unfiltered or untreated water from entering the drainage conveyance system. However, the first priority is to keep all access roads clean of sediment and keep street dewatering water separate from entering storm drains until treatment can be provided. Storm drain inlet protection will be implemented for all drainage inlets and culverts that could potentially be impacted by sediment-laden runoff on and near the project site. The following inlet protection measures will be applied on this project: Drop Inlet Protection • Catch Basin Drain Inlet Protection -Detail IS/EC-7 STABILIZE CHANNELS AND OUTLETS Where site runoff is to be conveyed in channels, or discharged to some other natural drainage point, efforts will be taken to prevent downstream erosion. The specific BMPs for channel and outlet stabilization that shall be used on this projcet include: • Compost Berms -Detail 7/EC-4 • Temporary Rock Check Dams -Detail IllEC-6 • Rock Check Dam for the City of Bellevue -Detail 27/EC-12 • Typical Interceptor Ditch/Trench -Detail 12/EC-6 • Typical Interceptor Dike -Detail l3/EC-6 • Straw Wattles or Coir Logs -Detail 18/EC-8 • Straw Rolls for the City of Bellevue -Detail 28/EC-12 CONTROL POLLUTANTS All pollutants, including waste materials and demolition debris, that occur onsite shall be handled and disposed of in a manner that does not cause contamination of stormwater and in accordance with the local and state regulations. Good housekeeping and preventative measures will be taken to ensure that the site will be kept clean, well organized, and free of debris. If required, BMPs to be implemented to control specific sources of pollutants are discussed below. Vehicles, construction equipment, and/or petroleum product storage/dispensing: • All vehicles and equipment will be inspected regularly to detect any leaks or spills, and to identify maintenance needs to prevent leaks or spills. • In order to perform emergency repairs on site, temporary plastic will be placed beneath and, if raining, over the vehicle. • Contaminated surfaces shall be cleaned immediately following any discharge or spill incident. File No. 0/86·722-00 A-4 GEOENGINEER~ Chemical storage: • Any chemicals stored in the construction areas will conform to the appropriate source control BMPs listed in Volume IV of the Ecology stormwater manual. In Western WA, all chemicals shall have cover, containment, and protection provided on site, per BMP C 153 for Material Delivery, Storage and Containment in SWMMWW 2005 Solid Waste: • Solid waste will be removed to the appropriate receiving facility. CONTROL DEWATERING No direct discharges of dewatering water will be made to a receiving water body. All dewatering water from open cut excavation will be discharged as dispersed flow into upland areas for infiltration into the ground surface where possible or filtered using straw bale dewatering structures or geotextile filtering bags prior to discharge to existing conveyance facilities/roadside ditches. The dewatering of soils known to be free of contamination will trigger BMPs to trap sediment and reduce turbidity. At a minimum, geotextile fabric sockslbags/cells will be used to filter this material. Other BMPs to be used for sediment trapping and turbidity reduction include the following: • Sediment Bag for Vault Dewatering -Detail20lEC-9 • Typical Vault Dewatering near Body of Water -Detail 211EC-9 MAINTAIN BMPs All temporary and permanent erosion and sediment control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with each particular BMP's specifications. Visual monitoring of the BMPs will be conducted at least once every calendar week and within 24 hours of any rainfall event that causes a discharge from the site. If the site becomes inactive, and is temporarily stabilized, the inspection frequency will be reduced to once every month. All temporary erosion and sedimcnt control BMPs shall be removed within 30 days after the final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil resulting from removal of BMPs or vegetation shall be permanently stabilized. MANAGE THE PROJECT Erosion and sediment control BMPs for this project have been designed based on the following principles: • Design the project to fit the existing topography, soils, and drainage patterns. • Emphasize erosion control rather than sediment control. • Minimize the extent and duration of the area exposed. • Keep runoff velocities low. File No. 0186-722-00 A-5 GEOENGINE£R~ • Retain sediment on site. • Thoroughly monitor site and maintain all TESC measures. • Schedule major earthwork during the dry season. SITE SPECIFIC BMPs The restoration element of this project requires willow staking in areas when buffer impacts occur to shrub/scrub vegetation species. Willow staking will be conducted as described in EC Detail 25. Locations to be willow staked arc described in GeoEngineers, Inc. 2008 report Wetland and Ordinary High Water Mark Delineation Services Talbot Hill -Beverly Park ADSS Fiber Optic Project: Critical Areas (Aquatic) Bellevue, Washington. • Willow Staking -Detail 2S/EC-11 DETAIL DRAWINGS Because of the linear nature of this project site specific TESC plan sheets were not developed. Typical details for critical area crossings including general TESC are included in the project design drawings. Typical dctails of BMPs havc becn included here but will be modified/updated, as needed. The following includes a list of the BMPs to be implemented on the site. The attached sheets provide a descriptive narrative and construction/installation details for each BMP. • Temporary Safcty/Exclusion Fencing -Detail l/EC-l • Stabilized Construction Entrance -Detail 2/EC-2 • Silt Fence -Detail 3/EC-2 • Silt Fence For Sloped Areas -Detail 4/EC-2 • Double Layer Silt Fence -Detail 5/EC-2 • Straw Bale Sediment Barricr -Detail 6/EC-3 • Compost Berms -Detail 7/EC-4 • Straw Mulch -Detail 8/EC-5 • Dust Control-Detail 9/EC-5 • Temporary and Permanent Seeding -Detail IO/EC-5 • Temporary Rock Check Dams -Detail ll/EC-6 • Typical Interceptor Ditch/Trench -Detail l2/EC-6 • Typical Interceptor Dike -Detail l3/EC-6 • Plastic Covering -Detail 14/EC-7 • Catch Basin Drain Inlet Protection -Detail l5/EC-7 • Utility Pole Worksites -Detail 16/EC-7 • Utility Pole Worksites: near/adjacent ditches, slopes wetlands -Detail l7/EC-7 • Straw Wattles or Coir Logs -Detail 18/EC-8 File No. 0186-722-00 A-6 GEOENG(NEER~ • Erosion Control Net or Blanket -Detail 19/EC-8 • Sediment Bag for Vault Dewatering -Detail 20/EC-9 • Typical Vault Dewatering Ncar Body of Water -Detail 211EC-9 • Preserving Natural Vegetation -Detail 22/EC-10 • Buffer Zones -Detail 23/EC -10 • Surface Roughening -Detail 24/EC -II • Willow Staking -Detail 2S/EC-ll • Reinforced Silt Fence for City of Bellevue -Detail 26/EC-12 • Rock Check Dam for the City of Bellevue -Detail 27IEC-12 • Straw Rolls for the City of Bellevue -Detail 28/EC-12 File No. 0186-722-00 A-7 GEOENGINEER~ <Xl o " n " " '" (l) (l) <t " D' ~ "0 (f) --' i';' w o I o o N N r--- CD <Xl o /' o <t U /' o o /' N N r--- CD <Xl o /' o /' I U 0-o 2x2WOOD FENCING MATERIAL '" l' -0· MIN. b ~ STAPLE TOP TIE STEEL T-BAR POST SELF-LOCKING TIE -NYLON 6/6, 50# MIN. TENSILE STRENGTH, UV STABILIZED SELF-LOCKING TIE -NYLON 6/6, 50# MIN. TENSILE STRENGTH, UV STABILIZED HIGH DENSITY POLYETHYLENE FABRIC WITH OPEN MESH, ORANGE COLOR FENCING MATERIAL '" 2' -0" MIN. ENVIRONMENTALLY SENSITIVE AREA BOUNDARY ~ 6' -0" MAX. "" PROTECTED "" AREA ~ "" = "" SOIL) ...L ________ '~ "" Note~' , The locolion, 01 all features ,hown ar", approximat'" 2. Thi. figure is for informolionol purpose. only. It is inlended 10 OHi~t in the identification of featu,,,,, di5cussed in a related document. Dota were compiled from SourCeS Os listed in thi~ fi9~;e. The dato sources do not 9~orontee these dota Ore occurote or complete. There may have been update. to the dolo .ince Ihe p~OliGetion of th,s 1i9ur .. This 1igure is 0 coP)' of 0 moster document. Th .. moster hord copy ,5 stored by Ge"En9ineer~. Inc. and "ill '''''''~ os the official doc~ment 01 record. Revision Description 2x2WOODOR STEEL T-BAR POST Date 8 Chk I Rev "" TEMPORARY SAFETY IEXCLUSION FENCING SCALE: N.T.S. Refe;~nce: Drewing provided by Woshington Stote Deportment of Teon.portelion (WSOOT), 2006 Standard Sp"cificotions for Rood. Bridge. and i>lunicipol Construction. ~ 41 -, 0 TO BE USED TO DEMARK LIMITS OF WORK AREA AND/OR TO PROTECT/DELINEATE VEGETATED STRIPS USED TO FILTER SEDIMENTS. DESIGNED' ..!:lAB DRAWN: BMK CHECKED' KA8 DATE: 1/23/06 SCALE: AS NOTED GEoENGINEERS Ii) ',01 S. Fawcett Avenue, Suite 200 Tacomo, WA 98402 Teleph""" (25J) J83-49-40 FOM (253) 363-4923 WORK AREA VERTICAL POST Scale as noted Talbot Hill -Beverly Park Project No D1S6-722-00 Fiber Optic Project I 0"_"0 '0. EC-1 Erosion and Sediment Control Details Sh~vt 1 of 13 DO o '-. " '-. '" '" CD CD « '" en ~ D (/) -" ~ W o I o o N N " CO ro o /' o « u /' o o /' N N " CD ro o /' o /' I U Il: o " - ~o",Q t.i-6\\~G INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT. AS PER KING COUNTY ROAD STANDARDS 4"_6" QUARRY SPALLS GEOTEXTILE NOTE: ''b_ AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CRQWNEO SO THAT RUNOFF DRAINS OFF THE PAD :> PROVIDE FULL WIDTH OF INCRESS/EGRESS AREA 15' MIN. KING COUNTY 20' MIN. CITY OF REm.!OND IF CONSTRUCTION ROADS DO NOT ADEQUATELY REDUCE TRACKOUT TO ADJACENT PROPERTY OR ROADWAYS, A WHEEL WASH SYSTE~ WILL BE REOUIRED. STABILIZED CONSTRUCTION ENTRANCE SCALE: N.T.S. Relerence: Drawing pravided by King County Deportm .. nt of Natural Rnources and Porks. 2005. S"rface Wal .. r Design loIon"ol _Appendi. 0 -Ero.ion ~n~ Sediment Conlrol (ESG) Standards. EXISTING GROUND f"lLITR rA8R1C Jr.U.R.AFl 700. AMOCO 1199 SUPK; 6t.IW (UV) OR~ EOOAl IO'± T Il(" F'1R POST AT 5' O.C. z :z Iol~ ~ ~, !t ... STAKE ANO TIE REQUIRED rOR SlOPES OVER 1~ 10 IW<Cflll OIICH TO ANCHOR BOnOM OF Fl...TER FENCE ( ... 1M WATERW.> SILT FENCE FOR SLOPED AREAS SCALE: N.T.S. Reference: Dra",in9 pro~ided by city 01 Seattle. SBollle Public Util~ties Department. (Toll pipeline drawings) JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EOUIVALENT TO AnACI-< FABRIC TO POSTS. 2"x2" BY 14 Ga. WIRE OR / EqUIVALENT, IF STANDARO [ I 7 ;( STRENGTH FABRIC USED POST SPACING TO S' IF WIRE NOTE: FILTER FABRIC FE "ICES SHA_L BE INSTALLED ALONG CO~ TOUR WHH~EVER POSSIBLE SILT FENCE SCALE: N.T.S. FILTER FABRIC __________ MINIMUM 4"x4" TRENCH // BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL 2"~4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT z • " z • ;.. Refe'er.oe: Dr~w,ng pr",,;~ .. ~ by King County D~p~rtment of Natural Resource. and P~rk., 2005. Surfac .. Water Design ~anuol -Appendix D -Erosion and Sedimenl Conlrol (ESC) Standards nu SPACE WITH STRAW t.4ULCH fj THICK --- F!LT[R f"ABRlC WAT[R1Al-.... POST I DOUBLE LAYER SILT FENCE SCALE: N.T,S. Refer~nce: Clro .. i, .. provided by City of Seottle. Seattle Public Utilities Deportment. (Tolt pipeline dra""n~a) Scale as noted to a~s~.t on t~e identification 01 fe~tures diSCussed in ~ Chk Rev DESIGNED KA8 .... I I Talbot HiII-Beverly Park I Proje~1N~R 7?? nn ~eloled. dac.um~nt. Dota. were compiled Iram ~ources ~s DRAWN: 8MK G E ' J I I rlut::r VlJlIL rrUIt::Ll I Dre,,"inc ~o Itsted ,n th,s f'9 Ure The doto sources do not guarantee EO N G II these dato ~re oCCurate or complete. There mO)l h{]ve been ~~i~{]~~;U:; i~he~ d;~~y ~;,r;c~ ~~S:rbl~C~~O~,,~:. ~~~ I~~~r~r CHECKED: KA8 ---_. --, r.r I I I L.. r"' ') '''' ,-""," """-,.;" 200 I I Erosion and Sediment Control Deta,-Is I Tocoma, WA 9a402 T"I,phon~ (25J) J8J-4940 Sh.~t , "" _ Fox (251) JBJ-492J 2 of 13 "' o " '0 " " ::> OJ OJ <t " 0' ~ '0 V1 ..J ;< W o I o o N ('oJ r-.. '" DO o /' o <t U /' o STEEL, OR 2" x 2" WOODEN STAKE ~ Iii! ··Ill. BALES SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING FIRMLY PACK . !l;:. ~l '.111 DRIVE FIRST STAKE AT AN ANGLE TOWARD THE PREVIOUS BALE TO 'I ,101 . !II .. : STAND VERTICALLY \ \ SECOND STAKE ,---WOODEN STAKES- ( II I'" , , n IIIII,I,IIII!!, 'II ,\~I) ( : II (11\/,; I ,(','/1 \ ~~'/~ (I I I, \ \' '(11111,1,11 !WIIAI\\' I ) /1 \', II, I ~ ,', I \ I !\~ / : I (1 1,1, II 11,/,1 I II iJ I 'I I , '1'/1 1 1I')JIII:II,ljll/lirl~ I I' !: l/lf(II'IIII,11 I \I,:~~il,I:1 111I1 \1~1:llli I I {I ~ (ll:', III ill} II'II'JI'!\I :~~\I: 'l'II I I\'\IIIY,ljll/li II ;-', -\\---,-\ 1"--;' :--_. ---~ ,~ ---I , --,-, ,-,,; -. -.~ -,--,-~ .\ \l \ \ \jJ \j ~~ STEEL, OR 2" x 2" WOODEN STAKE KEY-IN BALES TO PREVENT EROSION OR FLOW UNDER BALES. 4"MINIMUM STRAW BALE COMPACT NATIVE MATERIAL TO PREVENT PIPING STRAW BALE SEDIMENT BARRIER SCALE: N.T.S. Reference: Drowing provided by Wcshington Slcte Deportment 0; Trcnsportation (WSOOT), 2006 Standard Specifications for ROOd, Bridge, and MuniCipal Construction. ~ 41 -10. I~II ) I111I11 [>- ! I-";-;- ~E~~ 1, SEE STANDARD SPECIFICATION 8-01,3(9)0, FOR ADDITIONAL INFORMATION, 2, PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15), 3, THIS BMP WILL NOT BE USED WITHIN THE CITY OF REDMOND WATERSHED PRESERVE, ACCORDING TO THE CITY OF REDMOND 2007 STORMWATER TECHNICAL NOTEBOOK, STRAW BALE SEDIMENT BARRIERS ARE NOT APPROVED FOR USE WITHIN THE CITY OF REDMOND, 4. THIS PLAN MAY NOT BE NEEDED DEPENDING ON FINAL SWPPP. ALE BINDINGS MIN. TRATION o ::i' I Scale as noted Chk Rev DESIGNED: KAB I I Talbot HiII-Beverly Park I PrOj~~1~i::: 7')') nn I OJ \0 05si,t in the ident,fioation of leatures discussed in a ... ,.elcted. doo.um~nt. Dclo .. ere compiled from • .,uree. a. DRAWN· BMK G E _ , j I I rlUt;;1 VIJUc,; rlUIt::l.;l I Dro,,;nQ Nc. I o listed on \1>'5 f'g","". The doto source' do net guarantee EO NG II .,/'" these doto ero OCCurate or complete. There mey ho" .. been o updates to the dolo since the p(Jblicotio:m of this f;gure CHECKED: KAB .. -_. --, V I I I C r"'" I"J I ./ Thi. figure is " copy oJ " mo.te, documenl. The mosIer - "" S. ""'~, ,~"'., So;" 200 I I Erosion and Sediment Control Details I I Tacoma. WA 96402 Telephone (25J) J8J-4940 Sh.,.,l I I I I I Fo~ (25J) J8J-492.l 3 of 13 co o "- n "- " " rn rn "'" " '" • -0 (f) ~ ;t w o I o o <'J <'J " <D CO o ./ o (5 ./ o o COMPOST BERMS PURPOSE COMPOST BERMS ARE AN OPTION TO MEET THE REQUIREMENTS OF PERIMETER PROTECTION. COMPOST BERMS MAY REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW. COMPOST BERMS TRAP SEDIMENT BY FILTERING WATER PASSING THROUGH THE BERM AND ALLOWING WATER TO POND, CREATING A SETTLING AREA FOR SOLIDS BEHIND THE BERM. ORGANIC MATERIALS IN THE COMPOST CAN ALSO REDUCE CONCENTRATIONS OF METALS AND PETROLEUM HYDROCARBONS FROM CONSTRUCTION RUNOFF. DUE TO THE INCREASE IN PHOSPHOROUS SEEN IN THE EFFLUENT DATA FROM COMPOST BERMS, THEY SHOULD BE USED WITH SOME CAUTIONS IN AREAS THAT DRAIN TO PHOSPHORUS SENSITIVE WATER BODIES. AND SHOULD ONLY BE USED IN SENSITIVE LAKE WATERSHEDS, SUCH AS LAKE SAMMAMISH, WITH THE APPROVAL FROM THE COUNTY OR THE LOCAL JURISDICTION. CONDITIONS OF USE 1. COMPOST BERMS MAY BE USED IN MOST AREAS REQUIRING SEDIMENT OR EROSION CONTROL WHERE RUNOFF IS IN THE FORM OF SHEET FLOW OR IN AREAS WHERE SILT FENCE IS NORMALLY CONSIDERED ACCEPTABLE. COMPOST BERMS MAY BE USED IN AREAS WHERE MIGRATION OF AQUATIC LIFE SUCH AS TURTLES AND SALAMANDERS ARE IMPEDED BY THE USE OF SILT FENCE. 2. COMPOST BERMS ARE NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR ARE THEY INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOWS MUST BE CONVEYED VIA A DRAINAGE SYSTEM TO A SEDIMENT POND OR TRAP. 3. FOR PURPOSES OF LONG-TERM SEDIMENT CONTROL OBJECTIVES, BERMS MAY BE SEEDED AT THE TIME OF INSTALLATION TO CREATE AN ADDITIONAL VEGETATED FILTERING COMPONENT. DESIGN AND INSTALLATION SPECIFICATIONS 1. COMPOST BERMS SHALL BE APPLIED USING A PNEUMATIC BLOWER DEVICE OR EQUIVALENT, TO PRODUCE A UNIFORM CROSS-SECTION AND BERM DENSITY. 2. COMPOST BERMS SHALL BE TRIANGULAR IN CROSS-SECTION. THE RATIO OF BASE TO HEIGHT DIMENSIONS SHALL BE 2:1. 3. THE MINIMUM SIZE OF A COMPOST BERM IS A 2-FOOT BASE WITH A 1-FOOT HEIGHT. 4. COMPOST BERMS SHALL BE SIZED AND SPACED AS INDICATED IN THE TABLE BELOW. MAXIMUM SLOPE BERM SIZE REQUIRED LENGTH OR SLOPE SLOPE BERM SPACING (HEIGHT X (LINEAR FEET) BASE WIDTH) 0%-2% FLATTER 250 1 FT.x2FT. THAN 50:1 2% -10% 50:1 -10:1 125 1FT.x2FT. 10%-20% 10:1 -5:1 100 1 FT. X 2 fT. 20% -33% 5:1 -3:1 75 1 FT. X 2 FT. 33% -50% 3:1 -2:1 50 1.5 FT. X 3 FT. 5. COMPOST BERMS SHALL NOT BE USED ON SLOPES GREATER THAN 2H:1V 6. COMPOST SHALL MEET CRITERIA IN WAC 173-350-220 (10) FOR DESIGNATION OF COMPOSTED MATERIALS 7. COMPOST SHALL BE OBTAINED FROM A SUPPLIER MEETING THE REQUIREMENTS OF WAC 173-350-220. 8. COMPOST PARTICLE SIZE DISTRIBUTION SHALL BE AS FOLLOWS: 99% PASSING A 1 INCH SIEVE, 90% PASSING A % INCH SIEVE AND A MINIMUM OF 70% GREATER THAN THE 3/8 INCH SIEVE. A TOTAL OF 98% SHALL NOT EXCEED 3 INCHES IN LENGTH. COMPOST BERMS I Reference: Note. pro~ided by King County Deportment of Natural Resources and Perk •• 2005. Surface Wet .. r Design ~onual _Appendi~ D -Erosion and Sediment Contrel (ESC) Standards. 9. BERMS SHALL BE PLACED ON LEVEL CONTOURS TO ASSIST IN DISSIPATING FLOW INTO SHEET FLOW RATHER THAN CONCENTRATED FLOWS. BERMS SHALL NOT BE CONSTRUCTED TO CONCENTRATE RUNOFF OR CHANNEL WATER. SHEET FLOW OF WATER SHALL BE PERPENDICULAR TO THE BERM AT IMPACT. NO CONCENTRATED FLOW SHALL BE DIRECTED TOWARDS COMPOST BERMS. 10. WHERE POSSIBLE. BERMS SHALL BE PLACED 5 FEET OR MORE FROM THE TOE OF SLOPES TO ALLOW SPACE FOR SEDIMENT DEPOSITION AND COLLECTION. 11.IN ORDER TO PREVENT WATER FROM FLOWING AROUND THE ENDS OF THE BERMS, THE ENDS OF THE BERM SHALL BE CONSTRUCTED POINTING UPSLOPE SO THE ENDS ARE AT A HIGHER ELEVATION THAN THE REST OF THE BERM. 12. A COMPOST BLANKET EXTENDING 10-15 FEET ABOVE THE BERM IS RECOMMENDED WHERE THE SURFACE ABOVE THE BERM IS RUTTED OR UNEVEN. TO REDUCE CONCENTRATED FLOW AND PROMOTE SHEET FLOW INTO THE BERM. MAINTENANCE STANDARDS 1. COMPOST BERMS SHALL BE REGULARLY INSPECTED TO MAKE SURE THEY RETAIN THEIR SHAPE AND ALLOW ADEQUATE FLOW-THROUGH OF STORMWATER. 2. WHEN CONSTRUCTION IS COMPLETED ON SITE. THE BERMS SHALL BE DISPERSED FOR INCORPORATION INTO THE SOIL OR LEFT ON TOP OF THE SITE FOR FINAL SEEDING TO OCCUR. 3. ANY DAMAGE TO BERMS MUST BE REPAIRED IMMEDIATELY. DAMAGE INCLUDES FLATTENING. COMPACTING, RILLS, ERODED AREAS DUE TO OVERTOPPING. 4. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE BERM, THE FLOWS MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 5. THE UPHILL SIDE OF THE BERM SHALL BE INSPECTED FOR SIGNS OF THE BERM CLOGGING AND ACTING AS A BARRIER TO FLOWS AND CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE BERM. IF THIS OCCURS, REPLACE THE BERM OR REMOVE THE TRAPPED SEDIMENT. 6. SEDIMENT THAT COLLECTS BEHIND THE BERM MUST BE REMOVED WHEN THE SEDIMENT IS MORE THAN 6 INCHES DEEP . fjl I CO t" ~ss'-st in the ident;lic,,~on or" feotuc8S diicu$sed in " Chk Rav DESIGNED' KA8 .... I Talbot HiII-Beverly Park I P,oje~1N;~_7??_{1n I reloled do~um .. nL Dot". were compiled hom .",roes aS DRAWN: RMK GET J I I rlUCI UfJlll.. rlUJCvl I Oro,,;n9 No I o listed in this figure, The doto sources do not guarantee EO N G I r - / these doto Ore occurote or complete. There may have b" .. n .. - _ •• - , V .. o updates to the doto ~'nCe the publicotion "I this figure. CHECKED; KAB __ I I I 1.-1 ./I I .... TI"s f,,,ure is " copy 01 " moster dOCument. The most", "" s. " ..... "'"00. ""'" 200 I I Erosion and Sediment Control Details I I Tacoma, WA 96-4-02 relephon., (25J) J8J-4940 Sheet '-" ' , _ F"o~ (2!iJ) J83-4923 4 of 13 (Xl o "- n "- >-u (f) [l] « '" CO' ~ u (f) --' ~ w o I o o N N f'- '" (Xl o /' o « u /' o o /' N STRAW MULCH STRAW MULCH SHALL BE INSTALLED AT LOCATIONS IDENTIFIED ON THE CONSTRUCTION DRAWINGS AND/OR AS DIRECTED BY THE PSE ENVIRONMENTAL INSPECTOR OR THE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. AREAS TARGETED FOR STRAW MULCH INCLUDE THE FOLLOWING; • DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS. • AREAS THAT HAVE TEMPORARY AND/OR PERMANENT SEEDING APPLICATIONS. • SLOPES STEEPER THAN 3H;1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF AND WITH LESS THAN 40% SURFACE COVER. • AREAS INDICATED BY THE PSE ENVIRONMENTAL INSPECTOR OR CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. • EXPOSED SOIL AREAS DURING CLEARING AND GRUBBING ACTIVITIES (I.E., LOGGING). ONLY CERTIFIED "NOXIOUS WEED-FREE" WHEAT, OAT, BARLEY, RYE OR FLAX STRAW WILL BE USED, WHERE APPROPRIATE, DEPENDING UPON AVAILABILITY. STRAW MULCH SHALL BE APPLIED AT A RATE OF; • 1,780 TO 2,225 LB/AC WHEAT, OAT, BARLEY OR RYE STRAW oil 2,670 TO 3,560 LB/AC FLAX STRAW THICKNESSES MAY BE INCREASED FOR DISTURBED AREAS IN OR NEAR SENSITIVE AREAS OR OTHER AREAS HIGHLY SUSCEPTIBLE TO EROSION AND WILL BE REAPPLIED AND REFRESHED AS DETERMINED BY THE PSE ENVIRONMENTAL INSPECTOR OR THE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. AREAS WHERE RESPREAD TOPSOIL EXHIBITS AN ADEQUATE COVER FROM RESPREAD OF PLANT DEBRIS AND COARSE FRAGMENTS, MULCH RATES MAY BE REDUCED OR ELIMINATED BY THE PSE ENVIRONMENTAL INSPECTOR. STRAW MULCH DUST TROL DUST CONTROL MEASURES SHALL BE IMPLEMENTED IN AREAS (INCLUDING ROADWAYS) SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON-SITE AND OFF-SITE IMPACTS TO ROADWAYS, DRAINAGE WAYS. OR SURFACE WATERS ARE LIKELY. DUST CONTROL MEASURES WILL BE IMPLEMENTED AT LOCATIONS IDENTIFIED ON THE CONSTRUCTION DRAWING AND/OR AS DIRECTED BY THE PSE ENVIRONMENTAL INSPECTOR OR CERTIFIED EROSION AND SEDIMENT CONTROL LEAD AND INCLUDE THE FOLLOWING: LIMIT DUST GENERATION BY CLEARING ONLY THOSE AREAS WHERE IMMEDIATE ACTIVITY WILL TAKE PLACE, LEAVING THE REMAINING AREA(S) IN THE ORIGINAL CONDITION, IF STABLE. MAINTAIN THE ORIGINAL GROUND COVER AS LONG AS PRACTICAL. VEGETATE OR MULCH AREAS THAT WILL NOT RECEIVE VEHICLE TRAFFIC, REFER TO STRAW MULCH AND TEMPORARY AND PERMANENT SEEDING DETAILS. IN AREAS WHERE PLANTING, MULCHING, OR PAVING IS IMPRACTICAL, APPLY GRAVEL OR LANDSCAPING ROCK, REFER TO CONSTRUCTION ROAD/PARKING AREA STABILIZATION DETAIL. MAINTAIN LOW SPEED LIMITS. HIGH VEHICLE SPEED INCREASES THE AMOUNT OF DUST STIRRED UP FROM UNPAVED ROADS AND LOTS. SPRINKLE THE SITE WITH WATER UNTIL SURFACE IS WET. REPEAT AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREETS, REFER TO STABILIZED CONSTRUCTION ENTRANCE DETAIL. DUST CONTROL Refe .... nce: Noles provided by Kiog COLlnty Deportment of Naturel RoIl~curce. and PorkS. 2005. Surface Water Oe~ign i.AcnI,Jol "Appendix 0 -[rosio~ crd Secimenl ContrOl (ESC) S~and"rc'S Relcre""e N~t"5 pcovided by K r9 Counly Deportn"~nt 01 .~o~ur~1 N~;OUfces and ParkS. 2005. Surfoce Wct~r D~51yn Manuol -App~n~,. U -Ero5ion ond S~~i"ent C"ntrol (esc) Sta~dard3. TEMPORARY AND PERMANENT SEEDING TEMPORARY AND PERMANENT SEEDING WILL BE USED THROUGHOUT THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE. MULCH IS REQUIRED FOR ALL APPLICATIONS AND THE SEEDBED SHOULD BE FIRM AND ROUGH. THE OPTIMUM SEEDING WINDOWS ARE APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 1. SEEDING THAT OCCURS BETWEEN JULY 1 AND AUGUST 30 WILL REQUIRE IRRIGATION UNTIL 75 PERCENT GRASS COVER IS ESTABLISHED. SEEDING THAT OCCURS BETWEEN OCTOBER 1 AND MARCH 30 WILL REQUIRE A MULCH OR PLASTIC COVER UNTIL 75 PERCENT GRASS COVER IS ESTABLISHED. THE SEED MIX WILL BE SELECTED BASED ON AVAILABILITY AND APPROPRIATENESS OF THE MIX FOR THE TIME OF APPLICATION. SEED MIXES THAT CONTAIN NATIVE SPECIES OR SPECIES THAT WILL PROMOTE THE COLONIZATION BY NATIVE PLANTS IS REQUIRED. ANY SEEDED AREAS THAT FAIL TO ESTABLISH AT LEAST 80 PERCENT COVER (100 PERCENT COVER FOR AREAS THAT RECEIVE SHEET OR CONCENTRATED FLOWS) SHALL BE RESEEDED. IF RESEEDING IS INEFFECTIVE. AN ALTERNATE METHOD. SUCH AS SODDING, SHALL BE USED. IF CONSTRUCTION ACTIVITIES DO NOT IMMEDIATELY FOLLOW CLEARING AND GRUBBING ACTIVITIES, ALL DISTURBED/EXPOSED AREAS WILL BE SEEDED TO TEMPORARILY STABILIZE THESE AREAS. TO OBTAIN FINAL CONSTRUCTION APPROVAL, THE FOLLOWING CONDITIONS MUST BE MET: 1. ALL DISTURBED AREAS OF THE SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED; AT A MINIMUM: ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH A HIGH LIKELIHOOD THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. SIGNS OF VEGETATION GROWTH MUST BE VISIBLE SUCH THAT A COVER WILL BE ESTABLISHED WITHIN 7 DAYS AFTER FINAL APPROVAL. IN ADDITION TO MULCH AND SEED, AN EROSION CONTROL MAT OR BLANKET SHOULD BE INSTALLED TO ASSURE THAT MEASURES STAY IN PLACE IF: • VEGETATIVE COVER WILL NOT BE ESTABLISHED WITHIN 7 DAYS, AND/OR ·IF THE AREA IS NOT BEING LANDSCAPED WITHIN 30 DAYS, AND/OR • IF THE AREA IS ON OR ADJACENT TO A SLOPE. LOTS WITHIN A PLAT THAT ARE TO BE DEVELOPED UNDER AN APPROVED BUILDING PERMIT IMMEDIATELY FOLLOWING PLAT APPROVAL MAY USE MULCH AND/OR TEMPORARY SEEDING. THIS DOES NOT PRECLUDE TEMPORARY EROSION AND SEDIMENT CONTROL DURING PLAT AND BUILDING CONSTRUCTION SMALL AREAS TO BE LANDSCAPED PRIOR TO OCTOBER 1 MAY BE MULCHED WITHOUT SEED!NG. AFTER OCTOBER 1, ALL AREAS REQUIRE MULCHING WITH SEED. OTHER MEASURES SUCH AS PERMANENT LANDSCAPING OR SODDING MUST BE USED IF SEED AND MULCHARE INADEQUATE. 2. TEMPORARY STRUCTURAL MEASURES (E.G. SILT FENCES, PIPE SLOPE DRAINS, CONSTRUCTION ENTRANCES, STORM DRAIN INLET PROTECTION, SEDIMENT TRAPS AND PONDS) MUST BE REMOVED FROM THE SITE. MEASURES THAT WILL QUICKLY DECOMPOSE MAY BE LEFT IN PLACE (I.E. BRUSH BARRIERS, ORGANIC MULCH). REMOVE SILT FENCES IN CONJUNCTION WITH SEEDING SO MACHINERY DOESN'T HAVE TO BE BROUGHT BACK IN TO REMOVE THE FENCING LATER AND DISTURB SITE RESULTING IN AN ADDITIONAL AREA NEEDING PROTECTION. THE DDES INSPECTOR MUST APPROVE THE APPLICANT'S PROPOSAL TO REMOVE SILT FENCING PRIOR TO THE ESTABLISHMENT OF VEGETATION. THE DDES INSPECTOR CAN ALLOW SOME OR ALL ESC MEASURES TO BE LEFT IN PLACE FOR USE DURING SUBSEQUENT DEVELOPMENT (E.G. RESIDENTIAL BUILDING FOLLOWING PLAT DEVELOPMENT). THIS WILL BE DETERMINED ON A SITE-SPECIFIC BASIS. 3. ALL PERMANENT SURFACE WATER FACILITIES, INCLUDING CATCH BASINS (ON-AND OFF-SITE), MANHOLES, PIPES, DITCHES. CHANNELS. FLOW CONTROL FACILITIES AND WATER QUALITY FACILITIES, MUST BE CLEANED. 4. IF ONLY THE INFRASTRUCTURE OF THE SITE HAS BEEN DEVELOPED (E.G. SUBDIVISIONS AND SHORT PLATS) WITH CONSTRUCTION TO OCCUR UNDER A DIFFERENT PERMIT, THE SENSITIVE AREAS BUFFERS, SENSITIVE AREAS TRACTS, OR SENSITIVE AREA SETBACK AREAS SHALL BE CLEARLY MARKED (PER THE SURFACE WATER DESIGN MANUAL, APPENDIX D, SECTION D.4.1). TEMPORARY AND PERMANENT SEEDING Refere,ce: Nate. F>"OV·,dB~ b~ K;ng CQI,Jnt~ Department of Natural Re.ources and Parks. 20D5. Surfoce Water Des;gn ~anuol -Appendix D -Eros;on and Se~iment Control (ESC) Standards ~ Notes: 1. Th~ loc .. ot;O'"!S of 0," f .. clur.es shown ere opproXim,,,t8: Revision Description Dote B Chk Rev DESG EO' KAA 1 r.D 2 Th,s figure ,s for ,nlormotoonoi purposes only. It ,. ,ntendell IN. I CO 10 os",s! in the jd8~t;ficot;on of leotures d;sCussed in 0 ~ related Clocumen \. OQlo were compileC! rrom sour~es as DRAWN: SCY G E r J I o lisled In this figure. The date sources do not guomntee - - - - /" thes~ dota """ occurale or cornple~e. There moy h~:lVe been EO NGIN ... &.;,.,~ ,,, I Talbot Hill -Beverly Park Projotct No 0186-722-00 Fiber Optic Project D,gwing No ......... 'ItL , ~. a updotes to the dolo •• nce the publ,eOllan of thIS /'9u"" CHECKED: KAB ~ / Thi. figure is " copy 01 " moster document. The moste, __ I herd O?~y i. stored by GeoEnginears. Ino. and will serve as DATE' 1/28/08 1101 S. Faweott A~nu., Su;(e 200 U the o/flc,al document 01 record . ro"cma. WA 98402 I roiliollphonoll (253) 383-4940 § ~ M~ ~_m_ ~C-5 Erosion and Sediment Control Details I'"", 5 of 13 CD o "'- n "'- '" '" m m "'" '" '" ~ " III ~ ;:< w o I o o N N r--- CO OJ o ./ o "'" u ./ o o ./ N N r--- CO OJ o ./ o ./ I U CC o N"t"s: 1. , ROCK MUST COMPLETELY COVER THE ~ BOTTOM AND SIDES OF THE DITCH ~T 2:1 SLOPES 2"_4" ROCK ~ 24"(" l-d~l1lflgni~fIl3ii=~ THE DISTANCE SUCH THAT POINTS .. '-111=111=111=111= A AND B ARE OF EQUAL ELEVATION '-, L I-I TEMPORARY ROCK CHECK DAMS SCALE: N.T.S. Reler"n~": 0'0";"9 provided by King County Deportment of Notural ResourCllS end Parks. 2005 Surface Water Design Manual -Appendi. 0 -Eros;on and Sediment C()ntral (ESC) Standards. " ~ ~ TYPICAL INTERCEPTOR DITCH/TRENCH SCALE: N.T.S. Raferenc .. Dra"ing pro~;d"d by King (o(ll'\ly Deportment of Natural R"sourc~s and Parks, 2005. Surlcee Water Des;gn Manual -Appendi. 0 -Ero.ion and Sediment Control (ESC) StaMards. :[)lo='m=fT 2; 1 MAX. SLOPE • DIKE I.IATER ~hUN. 90" Io!ODIF\~~ COWPACTED PROCTOR ~,e" MIN. ~~-=~'""'" l!!~ill~ill~iii"=m=~ Ill;;=lll,--m=m~=lll DIKE SPACING DEPENDS ON SLOPE GRADIENT TYPICAL INTERCEPTOR DIKE SCALE: N.T.S. ,11"",111 =111= R~lerenCB: Orowing provided by King County Department of Notural Resources and Porks, 2005. Surface Wete' 0"5;gn Manuel -Appendix 0 -Erosion and Sediment Control (ESC) Standard. Scale as noted Chk Rev DESIGNED: KA8 I I Talbot Hill -Beverly Park Iproje~1N~~ 7,}") nn I to 055;5\ in 11>" identili~otion of f .. otur~" discu'sed in " ... ',elaled_ doc,urn,;"t. Dolo we,e compil.ed from source~. oS DRAWN: 8MK G E ,. j I I rlut::H UJ,JlIl,; .1 Ult:H"'L I Oro*iM No I I.sted on tn,s fogu.e The doto sources do not gUorantee EO N Gil these doto are occurate or complete. There moy he .... been updot"s It;) In" doto since tile putll.cctic:m of this f.gu,,,. CHECKED: KA8 .. - _ •• -, A' I I I r:::= r"" r~ I This figure is Q copy of a master do~ument. Tho moster _ "" s. '''', .. ,~O"'. S"", 200 ! I Erosion and Sediment Control Details I II Tacame, WA 98402 ' . Telephone (25J) J8J-4940 SI1eet • • • fQ~ (Z5J) J8J-492J 6 oj 13 ro o "- n "- '" '" m m <{ '" '" ~ co Vl --' ;" W o I o o N N " <0 ro o ./ o <{ u ./ o o ./ N N " <0 ro o ./ o ./ I U '" o TIRES, SANDBAGS. OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED AT TOE WHEN NEEDED -== PROVIDE ENERGY DISSIPATION TI" 'III~' a"~I~~::;;~,:::-~(£1!:O~ ____ ""'::~~--____ --~~-: = =1 -111-I-I Notes: 1. The locotion, of all features show~ ara appro.imele. Filter 'abric skirt secured with grate. CATCH SCALE: N.T.S. PLASTIC COVERING SCALE: N.T,S. Reference. Dr~":ng pro,i~ec by K;"9 Coun:y Deportmert 01 NGl~rGI '<esources ona Parks, 2005. Surfoce Wat .. , Design Manual -ilppenc" 0 -Er05;on and Scd;mcr~ Control (ESC) Sla~dJrd" Catch Basin lnaert MID 81195728 Filler fabric wafs lor dewatering sediment. BASIN DRAIN INLET PROTECTION Reference Dro",ing provided by Puget So<>nd Energy. Mocch 01, 2007 Techniques lor Temporary Erosion and Sedim .. "t Control Stcndocd 0150.3200 Revision I Description Date I By I Chk I Re~ I DESIGNED -""'-- Typical erosion and sediment oootool for utility pole wottsi1es. Excavated or /" Place Raw muCh Augered Hole on disturbed area P<> •• ~ r Placegrav",oags101' Sediment Trap ~ SLOPE SLOPE \ \ DRY DRAINAGE. DITCH a MY VEGETATED SITE. DRY ORA.INABE CrTrn Of DRY W-GETATBJ SITE TOP VIEW UTILITY POLE WORKSITES SCALE: N.T.S. Relerence· Drawing provided by Puge! Sound E~crgy, '>larCh 0', 2007 Techniques for T"mForary Eros,on and Sediment Control Stardocd 0150.3200. Typical erosion and sediment conlrol for utility pole work-sites adjaccnl 10 flowing ditches or bodjc~ of water. » Install !ilt Ience arcn.1d DO!e excavauon SLOPE \ Excavated CoY r Place straw mulCh Auget'ed Hole \. on disturbed area p<>e'g r Secue .-., 01 fence w.1h grave: bags ~ ~ SLOPE \ FlOWING DITCH CI BOIJY OF WATER -:tJ ) » FLOWING DITCH 01' BODY OF WATER :» UTILITY POLE TO DITCHES, SCALE: N.T.S. TOP VIEW WORKSITES SLOPES OR NEAR OR ADJACENT WETLANDS Relerence: Orawirg provided tly PUgE\ Sound Ene'9Y, Mmch 01. 2007. Techriques lor Temporary Eros,on and Sed:menl Control Standard 0150.:5200 Scale as noted Talbot Hill -Beverly Park Projn-t No 2. This figure is lor informcl;onel purposes only. 1\ is intended to assist ;n the ,dent"ic",tion 01 leatures d,scussed ,n a reloled document. Dolo were comp,led Irom sources as li,ted ,n th,s figure. The dolo sourCes do nol guaranlee these dolo are accurate or c<>mplete. There mey have been updates to the data ,ince the ~ubliCQlio~ of this figure. This figure i. a capy of a master document. Th., me.ter hard copy is stored by GeoEngineers, Inc. and "ill serve a. the ollicial document of record. DRAWN' CHECKED: BMK <A8 GEoENGINEERS Ii) Fiber Optic Project I c, •• ,"' " , 0186-722-00 EC-7 DATE: 1 i23lD8 1101 S. Fc.~.tt A¥.n .... , S"'I .. 200 lacome. W" 96402 Erosion and Sediment Control Details 7 of 13 Telephone (25') '63-4940 SCALE: ~NOTED Fox (2~3) J8J-492J Sheel ro o "- n "- '" '" m m « '" 0' ~ '0 Vl --" ~ o I o o N N r--. cD (Xl o ./ o « u ./ o o ./ SEDIMENT TRAPPING AREA (TYP.) 3/4" x 3/4" WOODEN STAKE (TYP,) (SEE NOTE 3) 1. INSTALL WATTLES ALONG CONTOURS (SEE STANDARD SPECIFICATION 8-01.3(10». 2. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RUNOFF PRODUCING RAINFALL, TO ENSURE THEY REMAIN THOROUGHLY ENTRENCHED AND IN CONTACT WITH THE SOIL. 3. LIVE STAKES MAY BE USED FOR PERMANENT INSTALLATIONS. ~~~ ::;;::;; N(.., 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 5. INSTALL WATTLES SNUGLY INTO THE TRENCH. ABUT ADJACENT WATTLES TIGHTLY, END TO END, WITHOUT OVERLAPPING THE ENDS. SLOPE MAXIMUM SPACING 1 :1 10 FEET 2:1 20 FEET 3:1 30 FEET 4:1 40 FEET WATTLE SPACING (SEE TABLE) STRAW WATTLES OR COIR LOGS SCALE: N.T.S. f- Z W ::;; o w '" ::;; w :i ~ "' 6. PILOT HOLES MAY BE DRIVEN THROUGH THE WATTLE AND INTO THE SOIL, WHEN SOIL CONDITIONS REQUIRE. STAGGER JOINTS~ (TYP.) ReJeren~e' ,\lo~es prov,ded CYy King Coun;y Oeportment of Noturol Reso,J'ces Md POr"5, 2005 Surfo"e Water Design Moouol -Ap~"n;li. D -I':rosion ond Sediment Comeol (ESC) Stoodords STAKE AT EACH END AND 4' MAX. O.C. ALONG ENTIRE LENGTH ilope IIUrfBOI shall ba BII1OD1t1 before placamEnt!Dr proper lKII1 cOlllaCl. IF Ih_ ilia berm allhlJ Stapling pa1IoM ;0& p .. r manurscturer'l maommard81iona . ~Z I~dl d~aha~CI' S k .'.: .. "-: -.~ u~ ope !,.I' I £I ...,nn. .~ ••• P .. -. ~ ..-_ .. ~. _:±:,n -.,., .. -.~~ . -...,. .. , .":.,, DC! not &tnIIch U .. loel!:llmlltti~S 110114 • allow 1I1e FOR. to mold III ..,y Iri-agdaJlliI!$. Fa. slOpes less IIIan 3H:1V. 101& may be plaald In hort!on1al &!rips_ ... A~ I" 6".· m;'. l'",ncn .,d zI.plot lOt 12" inleMIII, Min. fI" over1~p. Bring mallII'lll down to ill laval BrH. lum !he and undar4" and 81"1'101 ~ '2·il1ll_;;,I;;, Lime, renille. eM teed bel'onllnslllllll~ClrL Plantlna or I&t1l1IlS, nSB, K_ Should Qcwr ;liar inlilBlla1ign. EROSION CONTROL NET OR BLANKET SCALE: N.T.S. R,"f,"r-e~c,", Drawing provid,"d by Washington Siele Department of Transportation (WSDOT). INSTALLATION OF THE EROSION CONTROL NET OR BLANKET SHALL BE IN ACCORDANCE WITH BMP C122 OF WASHINGTON STATE DEPARTMENT OF ECOLOGY'S "STORMWATER MANAGEMENT MANUAL 0;-WESTERN WASHINGTON", AUGUST 2005. MAINTENANCE STANDARDS 1. GOOD CONTACT WITH THE GROUr-..-o SHAL_ BE MAINTAINED, AND EROSION SHALL NOT OCCUR BENEATH THE NET OR BLANKET. 2. ANY AREAS OF THE NET OR BLANKET THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. 3. IF EROSION OCCURS BECAUSE OF POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. Scale as noted ~ I I Chk Rev DESIGNED: KAB I Talbot HiII-Beverly Park I PrCje~-tN~~ ~..,.., nn I 00 10 assist i~ the idenlification of features disoussed in a ... ~"'Icled. dcc~m,:nl. 0010. were compiled rrQm sourc .. " a" DRAWN: BMK G E .T.. I I rlu~r V~lIl; rrUIt:l.;l I Dr"";t\Q No 1 o I,sted ,n th,s f'gure. The data sources do not guo,""ntee EO N G II ./ Illes" dato Ofe ccourole 0' complele. Thera may hove b .... n o update' 10 IMe doto 5'~Ce tMe publicotion or Ihis figure. CHECKED: KAA .. -_. --r..V I I I C r-" 0 I ./ This figure i. a copy of 0 mo.I&, dooum&nt. The mo.ter - "" S. 'ow,'" "'M. S0'" 200 I I Erosion and Sediment Control Details I I Tccomo, WA 98402 TaJephone (2~J) JBJ-494Q SIl ... 1 '--" I I I I I I I I Fa. (25:3) .38.3-492.3 8 of 13 ro o "- '" "- '< L rn rn <t '< 0> • U (/) ~ OJ' >-w o I o o N N I"- CO ro o /' o <t U /' o o /' N N r---I Noles: CO ro o /' o /' :r: U n- O PLlll> 06schmge Hose SEDIMENT BAG FOR VAULT DEWATERING SCALE: N.T.S. Reference: Or<Jw;~g p.o\tided Ily Pug,,! Sound Energy. ~orch 01, 2007 Techniques for Temporary Erosion and Sediment Cont~ Standard 0150.3200. SLOPE "-.. VEGETAT10N SiI:Fence Place adoi:ional check dam -" to sJcw water .,d cdlec1 sedmenl as necessary. vault. TrenCh. or El;cavation UTII:ered Water Gravel AGe [.Jrlwd biJys ;tflU sat 'enGC LllIil cullC\y is dem CROSS SECTION TYPICAL VAULT DEWATERING NEAR SCALE: N.T.S. R~fer~nce' Clrow'ng pro~ided Ily Puget Sound Energy. March 01. 2007. Tecrriques for Temporary Erosion omj Sediment Conlrol Standard 0\50.3200. Fit.efen Wa:er / BODY OF WATER Scale as noted Chk Rev DESIGNED: KAB I I Talbot Hill-Beverly Park I P'Oj~~1':'a 7"'1 nn I 10 assist in the identification of features discussed in a ... relate<! dDcument. 0010. "ere compiled from so~rCes os DRAWN BMK G E ,. j I I rlut:::r VJJLlIJ rl UJt:::L;l I IRO'MQ No. I listed ;n this jjg~re. The doto sources do not guarantee EO NG II lhese dota Ore a"curate "r complele. There moy hove been updates 10 the doto s,n~e the p~bl;~otian of this figure. CHECKED· KAB .. - ----t.y I I I C r'" (1 I This I,gure is 0 copy 01 a master daC~mBnt The moster ............... "" S. ","', '~oo •• So," 200 I I Erosion and Sediment Control Details I I Tactlmo, WI< 98402 Telephone (25J) J8J-4940 Shoel , " , , Fo. (253) 38J-492J 9 of 13 DO o '--- " '--- >-u (f) m « " en ~ u (f) ~ ~ o I o o N N " CO DO o /' o c5 /' o o /' N N " CO DO o /' o /' I U l\: o PRESERVING NATURAL VE ATION NATURAL VEGETATION SHALL BE PRESERVED WHEREVER APPLICABLE TO LIMIT SITE DISTURBANCE AND REDUCE EROSION. AREAS THAT ESPECIALLY BENEFIT FROM THIS PRACTICE INCLUDE AREAS OF STEEP SLOPES AND AQUATIC CRITICAL AREAS. VEGETATION IS TO BE PRESERVED EITHER AS A SINGLE PLANT, IF DEEMED WORTHY, OR AS A CLUMP OF TREES, SHRUBS AND VINES. THE FOLLOWING PRECAUTIONS SHOULD BE TAKEN TO PROTECT THE PLANTS FROM VARIOUS EQUIPMENT ELEMENTS: • PLACE A TEMPORARY EXCLUSION! SILT FENCED BUFFER ZONE AROUND WETLANDS AND STREAMS WHEN WORKING IN CLOSE PROXIMITY • • • • TO THESE AREAS. IF EXCAVATING SHOULD BECOME NECESSARY, TRENCH AROUND OR TUNNEL UNDER ANY LARGE SHRUBS OR TREES. CUT AS FEW ROOTS AS POSSIBLE AND PROTECT ANY CUT ROOTS. IT MAY BECOME NECESSARY TO INSTALL RETAINING WALLS AND BACKFILL AREAS WHERE ROOTS BECOME EXPOSED. SOME TREES DO NOT READILY ADAPT TO AN ENVIRONMENTAL CHANGE SO USE CAUTION AT ALL TIMES WHEN CLEARING OR EXCAVATING NEAR LARGE STANDS OF TREES. VEGETATION REMOVAL FOR POLE ACCESS SHALL BE MINIMIZED AND LIMITED TO INVASIVE AND HERBACEOUS SPECIES TO THE EXTENT POSSIBLE. REFERENCE: WASHINGTON STATE DEPARTMENT OF ECOLOGY, WATER QUALITY PROGRAM. 2005. STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON VOLUME 11-CONSTRUCTION STORMWATER POLLUTION PREVENTION PUBLICATION NUMBERS 05-10-029 THROUGH 05-10-033. OLYMPIA, WASHINGTON, PRESERVING NATURAL VEGETATION SCALE: N. T .5. Refe(e~ce Washin91"~ S!ole DeFartmenl 0' ECDlogy. We:er Quality P-ogram. 2005. Slormwoier "'QnogCrr'cnj MM~ol for Western WQsh;ngto~ Vol'.l'ne II - Con5lruct,o~ Stor",wnter yollJt;cn ""even\;M PJDI;cct;oo Numbers 05-10-029 through 05-10-033 Olymp;o. Wos"-ngton Notes. 1. The to~ot;Qn~ of 011 features shown are approximate. RevisiQn Description Date I By I Chk I Rev I DESIGNED' ...MH. BUFFER ZONES BUFFER ZONES SHALL BE ESTABLISHED TO PROTECT CRITICAL AREAS FROM EROSION AND SEDIMENTATION. THE SIZE OF THE BUFFER ZONES HAS BEEN ESTABLISHED WITHIN EACH JURISDICTION. BUFFER ZONES TO BE IMPLEMENTED AND AREAS WHERE BUFFER ENCROACHMENT IS TO OCCUR WILL BE INDICATED ON CONSTRUCTION DRAWINGS. THESE AREAS SHALL REMAIN COMPLETELY UNDISTURBED UNLESS PERMISSION HAS BEEN GRANTED BY THE JURISDICTIONAL AUTHORITY TO EXPAND OR ALLOW USE OF BUFFER ZONES, BUFFER ZONES ARE DESIGNATED AND MAINTAINED BY: • • • • • CLEARLY MARKING LIMITS OF CLEARING AND AREAS NOT TO BE CROSSED BY EQUIPMENT PRESERVING NATURAL VEGETATION LEAVING STEEP SLOPES IN A NATURAL VEGETATIVE STATE KEEPING EXCAVATIONS AWAY FROM DRIPLINE OF TREES AND SHRUBS ENSURING BUFFER ZONES ARE NOT UTILIZED AS SOIL ANDI OR DEBRIS DUMPING AREAS REFERENCE: WASHINGTON STATE DEPARTMENT OF ECOLOGY, WATER QUALITY PROGRAM. 2005. STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON VOLUME 11-CONSTRUCTION STORMWATER POLLUTION PREVENTION PUBLICATION NUMBERS 05-10-029 THROUGH 05-10-033. OLYMPIA, WASHINGTON. f23\ BUFFER ZONES \ EC-IO J SCALE: N.T.S. ~ Reiere~ce' W~~~:n9\on 5to!e Deportment 01 Ecology, ,Woler Q~ol;ty ProgrQm. 2005 Slorm"c\er lAonogement Monuol for Western Wo~hingto" Volume II - Cor5\' .lcl;on Slorr-lwaler PoliLtioo Prevenlion P~bl.cot'on Nurr:b€rs 05-10--02S lhrocgh 05-' 0-033_ Olympia, Wa'hin91o~ Talbot Hill -Beverly Park p",je~t 1'10 2 Tlli, figure i5 for informDtionol purpose, only. It ;s intended to assist in the identification 01 features ~;s~u9.ed ;n C r('lole~ docum('nt Dolo w(,r(l compiled from ."",ce. as I;~ted in this figure. The data sourCe. do not guQrOMlee t~ese da'a ar(, cccurat~ or compl('le. There moy hove b~en update. to the dato ~ince the publicatian of th;~ figure. This figure i. a copy of 0 moster docum('nt. Th~ mosier hord copy is ~tared by Ge"Engineers, Inc. ond will serve os tile official docum('n\ of ","cord DRAWN: CHECKED: BMK KAE;! GEoENGINEERS Ii) Fiber Optic Project I OCOO'"' ,. 0186-722-00 EC-10 DATE: ll2~LQf! 1 lOt S. FowceU Avenue, Suite 200 Tocomo, WA 98402 Erosion and Sediment Control Details Telephone (2~J) J8J-4940 SCALE: AS NOTED Fox (25J) .38J-492J 10 of 13 Sheet <Xl o "- n "- >-u '" m '" '" '" ~ "0 (f) ~ ~ w o I o o N N r--- <D ro o /' o '" u /' o o /' --------~---.~ Tracking --........... '-"" -.. ... -"-,----------.:;;.... ---------~----------..z=--------.,.;::--r-. .... ..-. .... -. --. -. :.r::;-----------.--------~----...-.------.-...... ----...... ---------:z:-~ --=.. -~ ..-. .-..,: .... --."-'" --1I,I:::J:;.;=~':;:;i[;O;-......... -. -.... IJ _ ... .-.. ------ 'TRAoCKINtl' W~ll mllohinery up lind -dllWn 11M slop. pro,ldes g~ .. s to.t will cak:tl Bel!d~ 13infd and I1MIUC9 runoft, Contour Furrows ( 50' p~/ ;;»% L( ~/N~~ ~ 3 ~ ·'-1' ~ ~~ ~ c,{),,~~ "" ~ ~>-'»"~'.r ~Vh, te~ SHd, :::<:-««<'0;;:»~ ::«%-v,'-. G_~~~...... '''~''~~" ,,#;'».Y" '::,~ .. ." '''«M;~, SURFACE ROUGHENING SCALE: N.T.S. - Reference" Wcshin'lton Stote Oepartment of Ecology. Weter Quolily Program. 2005 Storm",ot .. , ~aflogemenl !.jonuci lor Western We.hington Volume II - Construction Storm",,,!e, Pollution P' ...... n!ion P"blication Numbers 05-10-029 throu9h 05-10-03J. Olympia. We""'in,!!on. F , , I T'f'PICA.l lJS£ OF WIllOW STAKCS\ '. \\ \ r '~~ TO ANCHOR WILLOW ifl'4mE!;. \" \ ""'~, '. <, ~. ~,,::-- STIMW POllS. BI() U4~ ()I? , ' \ ',', >W" \\ TURF RONroRCt:N£NT U4TS~ '~"~ \,' \~,~, ~"( , ' " l \ '\ " ." "', ' C", 'l~'\O:"" ,,~,,\, "'\:, \:;, ~j:~\.' ',," .., , '\" \~~,,"n ~ -" 'TO< \' \"'. -, ' ~ 'V. \ ~ ) \ \..... >., \. .... ---•• Q\ L>. .... ~ \~'\ '.,-, \\ /' .• '-. '"" -' .. :v-o.,. ... ">-'\ ", \\-.. , _.r,~ '~, t... .... l.: 'i ,"":"-----'. ~ ~,\ '~'" : ~" TYPICAl AREA 5rAXING ",,' ,<.,\\ .';"i.'.<;:'>/->~\. ' I-J" (.3-lm;'APAHT . ,,;~:<~:s~ Nl47C1i' TABlE ~ """ \::-,-'.,'\ MIfJ-SVJIM£1i -"'.... . ...... ~,. (-~'---"j"'A~> , .. ~~:,' reliT TOP or STAKE SfJlJARE ~ -0fiW£ Of? C"-: 2 TO :1 t1lJOS SCARS SHAU. tiC 1HIIOiJGH OP£NINCS IN ," t.ENC1H SHOIJlD B£ REUOIICD, PtJWT IIIllOW STAX£S ..' ,,' A/JOfIE TH£ CSiOUNO. Af)f}I1I()NAl RrPfWJ OR CABIONS _ ; / '< ''l; -! 18 "(05n» MIN. y. ... m ..... x ... " ... ' ... X<"ly"", - ,~:- PlANT IJ()% or STAKE lENGTH INTO TH£ GROtJN() t ' J,r-TRIIJ BRANCHES CLOSE , ' J/~.-J. (20-75mm) lHMICTl:R h'l \:., __ MAK£ ANt:lED CUT Ar BUTT-CND. !. PlANT BUTT-tliD DOWN NrJIES .. I. w.RI£ST,AN() PLANT S~ ()(lINN(; 1M fXJfiI,IN(f SEASON. 2. use HU4l THY; S11WGIff AND l M' Itf)()IJ AI LEAST 1 n:AR OLD, .1. MAK£ CLCAN CIJTS AND DO NOT IAU4ACC STAIffS OR SPUT eNDS DlJRIN(; INSTAllATION. VSC A PfLOT /JNI IN FIRM SCitS- 4. $ON( CUTTWCS FOR H HOURS (MIN) PRfOR TO fNSrALlAflON. 5. TAAIP THE SOI£ AHOI.INO TH£ STAKE. WILLOW STAKING SCALE; N.T.S. NOT TO SCAlE Relerence· Waterwoys Resto'otion I"'\'tut .. and Urban Cr .. ek. Council In Portnership wilh C"d"rn;ces Creek Watershed Council. 2006. Streom 8ioEnqineering Workshop Handbook: Using Natural Ioicteriols oed Non-Structural Techniques to Combal Soil Eros,on and Restore Creeks. March 11, 2006 ~ I I Chk Rev DESIGNED: KA8 I I Talbot HiII-Beverly Park Ipmj~~",N~~ ,,,.., nn I IXI to o~5ist in the id""Wicction of features discussed in 0 .... r.elot"d. doc.um~nt. Delo ""'e COmPil."d lram sources as DRAWN: BMK GEl' j I I rluer VPUG IrUI~Gl I n,~~,~~ N~ I o I,sted ,n \1");, f,gure. The data ~"urce5 d" n"t guorantee EO N G II / these dele c'e accurate '" c"mplete. There may ha .. e been o update, to the data since the publ,,,ct,on 01 this figure. CHECKED: KAB .. - _ ... -!",." I I Ie,....... ,.,.,.,. I /' This f,gure i. c copy of 0 ma.ter document. The master "" S. Fo",," '''0,", 5,". 200 I I Erosion and Sediment Control Details I . . I Tacoma. WI, 98402 Telephone (2~J) J!!J-~9~0 Sh ... t J I I I I I I Fa. (253) J9J-4923 11 of 13 en o " "' " '" '" m m "" '" '" ~ "0 Vl ~ ;< W o I o o N N I'- <0 en o /' o "" u /' o o /' N N I'- <0 CO o /' o /' I U 0' o ------ NEWLY GRADED OR J DISTURBED SLOPE. WIRE MESH FENCE WITH FILTER FABRIC MATERIAL. 2 ~ 11 MAXIMUM 2 X 2 WOOD POST, STEEL POST, OR EQUIVALENT. BURY BOTTOM OF FilTER FABRIC MATERIAL WITH EXCAVATED MATERIAL NO FILL WITHIN 4 FT. OF FENCE 0°' 00 t~~ __ o~ _ °O'.b ° r ly--.L 12 IN. ~ 8 IN, TYPICAL CROSS SECTION ~~T~RMi~~R~~N3i Tr~~L.--'---------- ~ ~ ~ 4 FT. ~ __ 1- 6 IN. 1 I I I i:-T"~III I I I I I I 7V ---rV«-%~ I 'f:.."/.,v. I I I , 24 IN. ~ ...l......L-_L---.L. ________ L......l ---L~;;T.-M~~~~_1 -----~BURY BOTTOM OF FILTER FABRIC ELEVATION MATERIAL IN 12 IN. X B IN, TRENCH. NOTES: FENCE SHALL NOT 8E INSTALLED ON SLOPES STEEPER THAN 2 1. 2 JOINTS IN FILTER FABRIC SHALL BE OVERLAPPED 6 INCHES AT POST. 3 USE STAPLES. WIRE RINGS. OR EQUIVALENT TO ATTACH FABRIC TO WIRE FENCE. 4. REMOVE SEDIMENT WHEN IT REACHES 1/3 FENCE HEIGHT REINFORCED SILT FENCE FOR THE CITY OF BELLEVUE SCALE: N.T.S. ReferenCe Drowing p<<>vided by City or Bellevue Deportm~nt of Planning ond Community Development. October 10, 2000 Cleoring end Groding Standards 2 (SEED DR SOD 1 MAX SLOPE CHECK DAM SPACING ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH IA NT B IN. TO IN. ROC":: 1 F T. FREEBOARD III ct-.'.......... 'Ii::;::: 6 IN MINIMUM a _ _III'.! ----------. -:::1 11 j ,:::;III~/ ", '-iiT= ,_111::::'><,4. \f V,AX '.......... "',_ =11 1 . /' '_,-"_'1'= _IIL="-// I _'. _I =1'1-I / _ .. --T-I=-m~,,--- NOTES: S[CTI8'--1 AA 50 FT MAXIMUM SPACING BETWEEN CHECK DAMS. 2 ANY SEDIMENT DEPOSTION OF MORE THAN 0.5 FT. IN DEPTH SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 3 THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING OR EROSION HAS OCCUREO, AFFECTED AREAS SHA'_L BE PROTECTED BY RIP-RAP, AN EROSION CONTROL BLANKET, OR A NET. 4. A 6-INCH SUMP SHALL BE PROVIDED 1M MEDIA TEL Y UPSTREAM OF CHECK DAM 5. CHECK DAMS SHALL BE CONSTRUCTED SO THAT POINTS A ANO B ARE OF EQUAL EL'::VATION. 6 SANDBAG CHECK DAMS MAY BE SuBSTITUTED FOR ROCK CHECK DAllAS AS APPROVED BY THE CLEARING AND GRADING INSPECTOR. ROCK CHECK DAM fi.D FOR THE CITY OF BELLEVUE \EC-12) SCALE: N.T.S. '--.-/ Reference: Drowing provided by Cit~ of S .. II""ue Deportment of Plenning and Commu~ity Oevelopm .. nt, October 10, 2000. Cleor,ng end GrM;ng Slandards. • 4' MAX .. DISTANCE --'-~ / ~r--:----,......,.~~ • --'---'-'-----. £' 4 ' , , 1 ,---_ ~-:.l4!t.. "<:,. 'r\."<:" "<:,. ~~ ... ."<:,. "'" "'" % '\, "-~------.:. "'~ ~ ~"L-... ------- • • , " "-, --- , , ~~ ~"'" 5' MIN ""'~ ""'"", -~.JOIN~,_~------, OFFSET " , NEWLY GRADED SLOPE "-...... -, '-" ,-----, , DISTANCE VARIES DUE. TO SOIL TYPE AND SLOPE EXCAVATED MATERIAL \'. )/!..lJ - • .:::/ Ij ';{j4'1~ ~..::I ---J I~~' i ,,' ,_ ,::::-lj l J./I<7'-I . -5 \\ I.~/f/ / J ,. --\\ \' I-\\ ,;--...:: ---" ~/1i ':c \\ " " " " " \\ S ~ " " " " " NOTES " " " , ~2~~ • ,- \\ " \ '~~ 1. JOINTS MUST BE OFFSET 8Y NO LESS THAN FIVE FEET. 2. ROLLS SHALL 8E ALIGNED PARALLEL TO ELEVATION CONTOURS. 3. HYDROSEED OR MULCH SLOPE FOR ADDITIONAL EROSION CONTROL. STRAW ROLLS (28"J FOR THE CITY OF BELLEVUE \ EC-12) SCALE: N.T.S. '--.-/ Reference; Drowing provided by Gity of 8 .. lIevu .. Deportmenl of .Plenning end Community Development, Odober la, 2000. Cleenng and Grad,ng Stondord •. Scale as noted co o "- n "- >-U I/) m "" '" '" ~ TI I/) -' « >-w o I o o N N " CO CO o /' o <5 /' o o /' ~I ----- SPECIAL NOTES SN1. ALL EXISTING UNPAVED ROADS OR RIGHT-OF-WAYS THAT WILL BE USED FOR CONSTRUCTION ACCESS OR ACTIVITIES SHALL BE IMMEDIATELY STABILIZED AFTER GRADING TO MINIMIZE TRACKING OF SEDIMENT ONTO PUBLIC ROADS, TO PREVENT SEDIMENT FROM ENTERING DRAINAGE WAYS OR STATE WATERS AND TO PREVENT OR SUPPRESS DUST 5N2. THE 20 FOOT RADIUS CLEARING LIMIT AROUND THE INSTALLATION LOCATION OF UTILITY POLES TO BE REPLACED WiLL BE STABILIZED WITH TEMPORARY AND PERMANENT SEEDING DETAIL 10, STRAW MULCH DETAIL 8 AND UTILITY POLE DETAIL 16 OR DETAIL 17. ADDITIONAL MEASURES MAY BE IMPLEMENTED AS IDENTIFIED ON THE CONSTRUCTION DRAWING ANDIOR AS DIRECTED BY THE PSE ENVIRONMENTAL INSPECTOR OR CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. SN3A. TEMPORARY EXCLUSION FENCING WILL BE PLACED AT THE EDGE OF WETLANOS ANDIOR STREAMS THAT ARE LOCATED ADJACENT TO DESIGNATED CLEARING LIMITS. WETLAND BOUNDARIES WERE DETERMINED ACCORDING TO LOCAL ORDINANCES AND AS AGREED UPON BY THE RESPECTIVE JURISDICTION AND ARE INDICATED ON SITE PLANS. DETAILED INFORMATION ON WETLANDS AND STREAMS IS INCLUDED IN STUDIES PREPARED BY GEOENGINEERS INC SN3B. ORANGE SURVEYORS TAPE WILL BE TIED TO SHRUBS AT THE EDGE OF THE WETLAND ANDIOR STREAM BUFFERS THAT ARE LOCATED ADJACENT TO DESIGNATED CLEARING LIMITS IN ORDER TO INDICATE THAT SENSITIVE WETLANDS ANDIOR STREAMS ARE NEARBY. BUFFERS WERE DETERMINED ACCORDING TO LOCAL ORDINANCES AND AS AGREED UPON BY THE RESPECTIVE JURISDICTION AND ARE INDICATED ON SITE PLANS. DETAILED INFORMATION ON WETLANDS AND STREAMS IS INCLUDED IN STUDIES PREPARED BY GEOENGINEERS INC. IT IS UNDERSTOOD THAT THE ORANGE SURVEYORS TAPE MAY BE DISTURBED DURING MAINTENANCE ACTIVITIES. HOWEVER. IT WILL BE REPLACED AS SOON AS PRACTICAL TO PROTECT AND IDENTIFY THE WETLANDISTREAM BUFFER BOUNDARY. SN4. OFF-ROAD TRAVEL BY EQUIPMENT USED FOR MAINTENANCE ACTIVITIES WILL BE KEPT TO A PRACTICAL MINIMUM. AND WILL NOT OCCUR WITHIN WETLANDS. STREAMS. STEEP SLOPES. OR OTHER PROTECTED AREAS. SN5. TEMPORARY ACCESS MAY BE MADE BETWEEN EXISTING MAINTENANCE ROAD AND REPLACEMENT POLE LOCATIONS; AND TEMPORARY WORK AREAS MAY BE BUILT IN THE IMMEDIATE VICINITY OF EACH POLE. THESE TEMPORARY ACCESS AREAS OR BUFFERS WILL GENERALLY BE LIMITED TO BRUSH CLEARING AND WILL NOT OCCUR IN WETLANDS. TEMPORARY ACCESS WILL BE LIMITED TO 12' IN WIDTH ANO THE MINIMUM PRACTICAL LENGTH. AND IMPROVED WORK AREAS WILL BE LIMITED TO WITHIN 20' OF EACH POLE. ANY IMPROVEMENTS WITHIN WETLAND BUFFERS SHALL BE REMOVED AND SAID BUFFERS RESTORED TO THEIR PRE-EXISTING TOPOGRAPHY, AND ALL SUCH IMPROVED AREAS SHALL BE RE-SEEDED OR REPLANTED. FOLLOWING CONSTRUCTION OF THE PROJECT. SN6. TO THE EXTENT POSSIBLE TEMPORARY ACCESS GRADIENTS SHALL NOT EXCEED 15 PERCENT. SPECIAL MEASURES MAY BE NEEDED WHERE TEMPORARY ACCESS EXCEEDS 15 PERCENT (ie. USE OF TRACK EQUIPMENT. CABLE AND WENCH SYSTEM TO FACILITATE MOVEMENT UP AND DOWN SLOPE OR OTHER SIMILAR FLOW CONTROL AND EROSION MEASURES AS NEEDED). SN7. RESTRICT GRADING AND GRUBBING TO ONLY THAT NECESSARY TO AUGER THE HOLE FOR THE POLE. USE ACCESS ROUTE ANDIOR UNDISTURBED NATURAL SLOPE AREAS FOR LAYDOWN AS FEASIBLE. Chk ReI{ DESIGNED: KA8 I I Talbot Hill -Beverly Park I PrOj8~1N~~ 7'J'?-.nn I co to CSSIst in t~" identification of features discussed in " .... ',alated, doc.um'!"t. ooto. war .. compiled .from 50~;C"S 05 DRAWN' BMK G E _ ,.. I I nut:1'I U~lIl.; ,I VIt::l.;l I Oro";no No I o listed In t~'5 flg u '''' The data SOurCes do not guarantee EO N G II / these dota are ccoural .. Or complete. There may have be"n o updates to the dolo "nee the publicotlon of thi~ figure. CHECKED: KAB ... -_. --~'-I I I c: r"'" ., .. J I ./ Th,s I;g"re is " copy of " mosier document. The mo.te, '''' S. ',m" '."0'. So'" 200 I I Erosion and Sediment Control Details I I Tacoma, WA 98402 rel,ph.;>n, (253) 383-4940 Sn~et I I I _ FOJ< (25J) 383-492J 13 of 13