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16319 75TH PL W.pdfIf you have any further questions, please do not hesitate to contact me at' (206) 883-6100. Sine Le a Ne son Ne so & Nelson Inca j 16310 N.E. 80th, SUITE 202, REOMONO, WA eaO52 (208J 883-6100 74, r TERRY L. OLSON LINDA M. OLSON 1.531 8105 EDGEWATER DRIVE, SUITE 115 OAKLAND, CA 94621 PH,736-0986 r PAY tM LIARS t t 40.1210 -100 DATE TO 7HE ORDER OF CHECK NO. - --I(3I q �� i d �tllttAl,1G� SANWA BANK CAUFORNIA HAYWARD OFFICE M190, MAYWARD, CA 94545 � „ fw >r: 2 &0004001: 153 1- 1007 19It 2811' CITY OF EDMONDS N? 22811 COMMUNITY SERVICES Date:><ion'1 3a. ! 991 Received of: � er2q J� L.� (' 0i son t ; ► 9 - '75r" t. t,t. 9 A CITY . eF EDY--4OI4.DS .w�' �s�rvawR.�. rw:wiav aao STN ^VaNua NORTH kOMONoa.-wA empao • iaoal T11-0afo • PAx moot 7T 1.Oaa i tMATon e ! .. 1 9 -0 coai�tnnunil'ry sanvic:o awP�tt�rnnewr Publio Works • Planning •. Parka, end Mteoreatlon-.. ■nOlnaerinp. - •/'} . TE CCfYEFt PACA� - - - TG>: ,- C-X"l1Ji^st...zi �L�/E,,,_CC?PlClii ��- �'?'l.,Tid°'ttiiG2.aC1- OAi'ETRAtVSMiTTEO,---- 7�-IP�t e�..i2�Q NtJMt3SR Ot^ PA<185- �^ �I ._ (tnafudinp Covor Pa>;la) Redpients `ieteoppter N er-. • 3 lot FACSIMIL-E E(']IJIPMENT: Automatio/Giroup It = (2.3 mine. Qroupitl FROM: „ \ e e .t� �f �{ _ �� _ r'1 If thing are anvv problems during transmieas�l or ar � documents or,g received Inca mp let", �s tease call t JOiB) -F.71-0220 and ask or Sender's Tafecapfer Number: (206) 771-0221 RE• q� I drn OaolworrldatalFatQfoNn. - - •.Incorporated AuSuet 11. 2890 •. - Sister Gltfaa SnternrtWnal Makinan. Japan TRANSMISSION REPORT THIS DOCUMENT (REDUCED SAMPLE ABOVE) WAS SENT COUNTc # 2 *** SEND *** NO REMOTE STATION,I.D. START TIME DURATION &PAGES COMMENT 1 12063393049 4- 1-99 4:14AM - , "i ......_.tta.�.".:.;;�,1�..�x,z'`vJm'�R�..+45w3:t}a�r•.�..z w' bwm....w.}�c,...d...-....5f, ..:bw....�.. �il'....... _ .... 7 x ��, i i oY4 • THIS iS A LEGAL ADV "r SEMENT AND SHOULD BE BILLED TO TYr PLANNING DEPARTMENT . PUBLIC HEARING AND NOTICE OF DEVELOPMENT APPLICATION z Name of Applicant: Norm Boddy File No.: V 97-13 F- Project Location: 8320 234th St. SW, Edmonds M Project Description: Application for a variance to reduce the roar setback from 15-feet to 7.5-feet to permit �f construction of a proposed'21.5-foot by 41.5-foot (892.25 square feet) storage shed UJ! attached to an existing single-family residence. The subject property is zoned RS-8. w City Contact: Meg Gruwell Public Comment Period Due By: 4t17t97 LU Name of Applicant: Nelson & Nelson, Inc. on behalf of Terry & Linda Olson crs d File No.:. V-97-24 Project Location: 16319 75th Pl. W., Edmonds z ( Project Description: Application for variance to increase the maximum permitted height of 25-feet in an of RS-20,zone, to 30 feet, to allow the construction of a new single family residence. } attached to an existing single-family residence. 5 ©t CityContact: Kirk Vinish o Public Comment Period Due By: 4117197 R G1 H- S W U-- o) Name of Applicant: Walt Pisco ZI File No.: V 97-27 Project Location: 15722 75th PI. W., Edmonds Project Description: Application for multiple variances to: 1) reduce'the cumulative required side setbacks (north and south property lines) from 35-feet to 14-feet; 2) reduce the minimum side setback requirement (south property) from 10-feet to 5-feet; 3) reduce the minimum required street setback (east property line) from 25-feet to 10-feet; and, 4) increase the maximum permitted height of 15-feet to 20-feet above average building elevation for a garage. The requested variances have been sought to allow an addition to the existing residence and new garage. The subject property is zoned RS-20. City Contact: Kirk Vinish Public Comment Period Due By: 4/17/97 t? PUBLIC HEARING. INFORMATION TIME: 9:00 AM#; DATE: April 17;1997 LOCATION: Plaza Meeting Room - 650 Main St, Edmonds k �* In x = ; Sandy chase, city clerk MIN Publish: April 3,1997 t �l y i y k Y r 1 1 Z - i L Ft f= s r_ { I r l � 5 Q U N I �t — o Notice of Development Application & Public Hearing Date of Notice: ' April 3, 1997 File # V-97-24 Nd of Applicant Information Permit Information =pj Name of Applicant..:.......-__ Nelson& Nelson, InaRerry&Linda Olson nested Permits Variance- ° "'�. otl r ry111j Date ofApplica[ion:............... 9 February28, 7987 / ;Date Application comphic:... Apdi 1, 1997 a prevsis:............... Other Required Permits .Unknown -' 1 — w N U ` ®� Project Location:.................... O 1631975ijyPjt�s not yet applied for (if known):.-.,...................... O x z Project Descript ......... ' e the te:imum,permltletl (RRIl��lrl�a f254mttn,mRS-20zone,to30- to allowtheconshuclionofanewsingle- Required Stud de. ated Unknown ,; • :... {7® family residence. Public Comments due :...... 9 April 17,1997 \/ � to Ivironmentat Z Critical Areas Checklist &State ;. City Contact for project:..-.... O Kirk vinish uments:. ........:: Environmental Policy Act - t" L ® �ubllc Hearingtnformation !! l`� Date: April 17. 1997 Time: 9:00 A.M. Place: Plaza Meeting Room - 650 Main St., Edmonds Information on this development application can be viewed or obtained at the City of Edmonds Community Services Department, 250 5th Avenue North, Edmonds, WA 98020. (206) 771-0220. Public comments should also be sent to this address. The decision on this development application Wll be made within 120 days ofthe dote ofthe LatterofC rpleamess, nifhallamcncasmadftraudiasimd e additional infornanan regnasts. Note that ability to appeal adecision h contingent upon participation in the permit decision process. 6r is r The removal, mutilation, destruction, orconcealment of this This notice may be removed ,'t{s_ YY'arningf notice beforsZ hearing date is a misdemeanor punishable by Aon717 �-� after. 1997 fine and imprisonment. m }.,5 TYPE ON THIS SIDE 1R91THIIN BOXES Betty Bakken John Or Doris .Gough Jonathan Edwards a 7302164th PI SW : ° 6850 36th Ave NE 7317164th PI SW F Edmonds, WA 98026 Seattle, WA 98115 Edmonds, WA 98026 4616 000 003 00 4616 000 004 00 4618 000 005 00 } Andrea Jones Tommy Fong ;Gerald &Paula Walters r 1681170th PI W 735 N 185th St 7314 164th PI SW . Lynnwood, WA 98037 Seattle, WA 98i33 Edmonds, WA 98026 4616 060 606 00 4616 000 007 00 4616 000,008 00 3 k Dolores bean Carl &Polly Pearson Donald Iverson 18 JalanBalau Damanoam Hts K L 8227 229th St SW 2018 156th P1 SE MALAYSIA. Edmonds, WA 98026 Mill Creek, .WA 98012 5131 000 062 00 5131 000 062 01 5131 000 064'00 Cliff Lawson Donald Hansen Douglas & Deana Grier 1622175th PI W 1641175th ,• PI W j Edmonds„ PI 98026 1643174th PI W Edmonds, WA 98026 Edmonds, WA 93026 5131 000 065 00 :5131 OOd 089 01 5131 000 089' 02 Jeffrey & Madalyn Meyer Donald & Joyce Nelsen W.1 Michael Goodrick 16429 75th PI W 700 Elm St 16508 76th Ave W Edmonds, WA 98026 Edmonds, WA 98020 Edmonds, WA 98026 5131 000 089 03 5131 00'0 089 04 5131 000 09'0 01 Orpha Lawson Nicholas Blattner Dr. E Suchert 1622175th PI W , 16420 76th W 54012th Ave N Edmonds, WA 98026 Edmonds, WA 98020 Edmonds, WA 98020 5131 000 090 02 5131 000 090 03 5.131 000,090"06 Pakie Piastino John Sanderlin John anderlin PO Box 5075 16220 75th PI W �16220 lft W Lynnwood, WA 98046 Edmonds, WA 98026 Edm WA 98026 5131 000 090 07 5131 060 002 00 5131, 060 004 00 Clyde & Janice Miller Mary Ashby Karen Nelson ` 16310 75th PI W 16320 75th PI W 16330 75th Pl. W Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98626 5131 060 005 00 5131 060 007 00 51:31 060 069'00 Gordon & Novleen Gogert on Cliff"Iws CONSTRUCTION LIEN & CREDIT SER 16605 52nd Ave NW 16221 1 W ' PO Box'5075 Stanwood, WA 98292 EdmonAOA 98026 W ynnwood, A L.98046 ; 5131 060 010.00 51317 001 00 5131' 097 '002 0.1 rR516eN9eA?R Suite 202 Terry.& Lin&'Olson tel on �elson, Inc. es ee .5498 Black Hawk Dr:` a son Danville, CA94505; ``'i631O.:NE . th Suite 202: Redriond,AA-98052�:, NELSON & NELSON .� &PLAhU JG Birk Vinish,AICP Project Planner City of Edmonds ® 4oumunitY Services Deft. 192) 250-Sth Ave N. //�� Bdoonds, Wash. 98020 Subject:- File 9 V-97-24, The Variance for. Terry and Linda Olson Dear Nr.Vinish Im writing inregards to File i V-97-24.the request for a Variance for Terry and Linda olson. At this tine I request the public hearing for thisvariance be postponed to some . latter date. so other concernson this building site can beadressed first. Please find .enclosed $40.00 to cover the new -publication cost, as per our telephone conversation. on 0311997. if you haveany. further questions, please do not hesitate to contact. we at (206) 863-6100. Sincerly; Lezlee Nelson Nelson a Nelson I aro wra emome raow Notice of Development Application & Public Hearing Date of Notice: April 3, 1997 File # V-97-24 Applicant Information Peri Name of Applicant.... ............ ® Nelson & Nelson, inafrevy & Linda Olson Requested Permits Date of Application:.........--- p February 28,1997 and Approvals: Date Application complete:... * April 1, 1997 Other Required. Permits not yet applied for (if Project Location:_ ................. * 16319 75th PI, W., Edmonds known):.......................... Project Description :............... . Variance to increase the maximum permitted height of 25-feet in an RS-20 zone, to 30- Required Studies related feet, to allow the construction of a new single- to the project: ............. family residence. Public Comments due by:...... 0 April 17,1997 Related Environmental Documents; . ............... City Contact for pr gnt........ , lick Vinish a Variance O Unknown 9 Unknown 9 Critical Areas Checklist & State Environmental Policy Act Public Hearing Inform ion Date: April 17, 1997 Time: 9:00 A.M. Place: Plaza Meeting Room - 650 Main St., Edmonds Information on this development application can be viewed or obtained at the City of Edmonds Community Services Department, 250 5th Avenue North, Edmonds, WA 98020. (206) 771-0220. Public comments should also be sent to this address. The dec(sian an thrs de q1 pment appl car on r11 be m d rvith l20 drrys offhe date ofrhe L tter ofC mioicie ess th a!! iyance ade�oz srud s d € add nona! r rmatron raguests,Note that abrhty'}'a appeal d cistou rs ea tr gent;vpon purls n the p ftd c s np oaess The removal, mutilation, destruction, or concealment of this This notice may be removed yVarn i ng! notice beforethe hearing date Is a misdemeanor punishable by after: April 17, 1997 fine and imprisonment. c F;t .1 i� rf n<{t 1.. �{y "45-t':t' yY ,,7 kr-! hx f v( 9JSS A{>.♦ r 9 i�41y �4-.srw d ,,i S 3 a., }'.( }�:yi t YTizi i.7b rsy *Y' S,.. ti• U xF+. �= G'v vrh.� f7 tl 7,i ,y{,r�c�h f} a�4y'1 {* i 1 t{:: I�.. m �r a�.;a'�Y�k"7� j. { trorvt'„ . } .. t ° r ? . a�; , , s..'� i u s 6 a { c� � it . H , • s-b'� ..,,t, r «......wwr;w..,..f..,....,r .z'�t.t.k".flummuaa�:;:.k,.;:»:imiwA .,.a�.c..e...�u•'n",r.LY . ,... PE ON THIS SIDE W rHIN S ES 2: t Betty Batdcen John Or Doris Gough Jonathan Edwards 7302164thPI SW 6850 36th Ave NE 7317164th P1 SW Edmonds, WA 98026 Seattle, WA 981Is Edmonds, WA 98026 z ' 9616 000,003 00 4616 000 004 00 4616 000 005 00 T �r� Andrea Jones Tommy Fong Gerald & Paula Walters ' 1681170th PI W ?35 N 185th St ` 7314164th PI SW cs 8t � Lynnwood, WA 98037 Seattle, WA 1 98133Edmonds, WA ,98026 Uj 4616 000 006 00 4616 000 007 00 4616 000.008 00 J W U. u w Carl & Polly Pearson Donald Iverson Dolores Dean ' t 18 Jahn8227 229thSt SW 2018150th Pl SE Ba1au Daman Hts K L Edmonds, WA 98026 Mill Creels, WA 98012 u. _, MALAYSIACl t r 5131 000.0.62 00 5131. 000 062 01 5131 000 064 00 t Z i Donald Hansen O . Cliff Lawson Douglas & Deana Grier w LU 1622175th PI W 1641175th PI W 1643I 74th PI W Edmonds, WA 98026 1 Edmonds, WA 98026 Edmonds, WA: 98026 5131 000 065 00 5131 000 089 01 5131 000 089 02Uj .. _ u Jeffrey & Madalyn Meyer. Donald '& Joyce Nelsen W I Michael Goodrick ur. O 16429 75th Pi W 700 Elm St 16508 76th Ave W Z Edmonds, WA 98026 I Edmonds, WA 98020 Edmonds, WA 98026 Uj v.= 5131 000 089 03 - 5131 000 089,.04 5131 000 090 01 O z Orpha Lawson Nicholas Blattner Dr. E Suehert 1622175th PI W ' 16420 76W W 54012th Ave N Edmonds, WA 98026 Edmonds, WA 98020 Edmonds, WA 98020 5131 000 090 02 5131 Q00 090 03 5131 000 090 06 Pakie Piastino John Sanderlin John anderlin " PO Box 5075 16220 75thP1 W 16220 1 W Lynnwood, WA 98046 Edmonds, WA 98026 Edm WA 98026 5 5131 000 090 07 5131 060 002 00 5131 060 004 00 Q Clyde & Janice Miller MaryAshby Karen Nelson 16310 75th PI W 16320 75th P1 W 1633075th P1 W f Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA - 98026 5131 060 005 00 5131 060 007 00 51.31 060:009 06 Gordon & Nwleen Gagert Cliff wson CONSTRUCTION LIEN & CREDIT SER 16605 52nd Ave NW 16221. I W PO Box 5075 Stanwood, WA 98292 Edmon A 98026 LYw?d, WA 98046 5131 060 010 00 5131 -0 7 009 00 513T' 097 `002 01 ��eN�e$ Suite 202'` Terry & Linda Olson �tel�on'A �Uelson, Inc. 5498 Black Hawk Dr. es ee' a son Danvi 11 e, . CA 94506 . ` 16310' NE :80th Suite 202 Redkiond, `WA 98052 FIL'E`NO.: V 9744 APPLICANT: NELSON W 5f. `g N0 1 E OF HEARING . u w' LU U. AFFIDAVIT OF POSTING W .. c� STATE OF WASHINGTON ) U. COUNTY OF SNOHOMISH ) Z F- Ww I, Steve Bullock, fijjtL duly -sworn, on oath, depose and say: `.. W �t That on the 3rd day of April, 1997, the ,attached Notice of Public Hearing was posted as U_ 0 prescribed by Ordinance, and, in any event,' in the Civic Center and the Library, and 1 La where applicable on or near the subject prope 0 z Signed Subscribed and sworn to before me this,, day of 19 -?% . ate Notary Pubic in and for th of Washington. Residing.atl��` i UOcumrnt4 6 4 i. .17 FILE NO.::'v-97-24 APPLICANT:. Nelson LU . NOTICE'OF HEARING..LU AFFIDAVIT OF MAILING W. ) STATE OF WASHINGTONMA T d 'COUNTY OF SNOHOMISH ) z 1:-�` W :W =' I, DIANE M.'.CUNNINGHAM, sworn on oath; depose and say: F - That on the 3rd day of April, 1997, the attached Notice of Hearing was mailed as a required to adjacent property owners, the names of which were provided by the '( applicant. - o Signed - Subscribed and swom to before me this day of, j Notary Public in and for t tate of Washington. Residing atun Gl/ r t` Dommena - 3i l y m, CITY, yCi� ED1MOND BARBARA FAHEY MAYOR 2S0 STH AVENUE NORTH • EDMONDS, WA 96020 • 1206) 771@0220 ' • FAX (206) 771.0221 COMMUNITY SERVICES DEPARTMENT Public Works o Planning o Parks and Recreation • Engineering {nC:189v April 1, 1997 Le Lezlee'Nelson , 163;10 N.E. 80th Suite 202 Redmond,WA 98052 Subject: ASSIGNMENT OF HEARING DATE Dear Ms. Nelson: Your application is now complete and has been scheduled for public hearing at the time and place listed below. . Action: Hearing to consider a Variance. File No: Assigned: V-97-24 Date of Hearing: _-- April 17,1997 Time: 9:00 A.M. , or as soon thereafter as possible. Place:. Plaza Room, Edmonds Library 650 Main Street Hearing Body: Hearing Examiner Please be aware that your presence at the hearing is highly advisable:' If an applicant or his representative is not present, the item may be moved to the end of the agenda. L ,Items not reached by the end of the hearing will be continued to the following month's agenda.. Also, I will be leaving the City of Edmonds soon and therefore Steve Bullock will be presenting the staff report at the hearing. If you have any further questions, please do not hesitate to contact me or Steve at 771-0220. Sincerely, Community Services Department - Planning Division Kirk Vinish, AICP Project Planner o-CvoiM• Incorporated August 11, 189019 Sister Cities. international — Hekinan, Japan 0 L city of elionds v -� land use application � 'W1v4tj) ❑ ARCHITECTURAL DESIGN BOARD ❑ COMP PLAN AMENDMENT ❑ CONDITIONAL USE PERMIT FILE # V— ZONE ❑ HOME OCCUPATION ❑ FORMAL SUBDIVISION DATE .x h'f[1 ! REC'D BYQ ❑ SHORT SUBDIVISION FEE t3�='� RECEIPT# ZZ47E ❑ LOT LINE ADJUSTMENTg ; ❑ PLANNED RESIDENTIAL DEVELOPMENT HEA I `ATE ❑ OFFICIAL STREET MAP AMENDMENT / STREET VACATION HE ❑ STAFF Cl PB ❑ ADB ❑ CC ❑ REZONE ❑ SHORELINE PERMIT ACTION TAKEN: VARIANCE / REASONABLE USE EXCEPTION ❑ APPROVED ❑ DENIED ❑ APPEALED ❑ OTHER APPEAL# Applicant Phonvi —zo& Address 155Ur1E� W t �00U —10. 11066 Property Address or Location I-4�'r I j'�ai- TI�AT" f--IL� -44= f -i.5 - S% i�3i9 �t PL Property Owner 'ram?-`� L11-1 D�6..>I� Phoned - 51o?3tv- 3�j5S L Address _5�� 6- AV\11L r;; � , MA-k3y IC,LI< , Cadd,1 �. -4-EOa Agent�'� Ari% G-!� 1F3p�/ Phonel -- Zbfo'3 — �1G73 Address Tax Acc #L �13i -��'ec. Twp. Rng. Legal Description Details of Projector Proposed Use :504C'L.e rOM I Ly (Pyah� F6*-- Aa LIMNS41T Ve t A-1,� The undersigned applicant, and his/ her/ its heirs, and assigns, in consideration of the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees,. arising from any action or infraction based in whole or in part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/ her/ its agents or employees. The undersigned applicant grants his/ her/ its permission for public officials and the staff of the City of Edmonds to enter the subject property for the purpose of inspection and posting attendant to this application. SIGNATURE OF APPLICANT/ OWNER/ AC 0 x { I: 0 APP.I ICA ION OUTING FORili!i i4NIa CHECKLIST: ; . FROM. ;.PtziANN1NG ROUTED TO 1997 - REfit1RNED �` EtVtaSSdS;�SN�; :it meet ' 4' En0eering Fire 3/4/97 Fire Public Works 314/97 Ptibtic Works' Parks 8t Ree. 3/4197 Parks 8T Rik .A Staff Comments: *PER WHAT SE CTIOKOF THE"CODE:' COMMENTS WSSTHOUT CITATIO1NS WILL I�L1T BE;�C>lNSIDEitE®. .. ' *Additional Information Required for.Complete Application *Additional Studies Required to Complete Review . 1. A R • Owner —AUMN ex NELSON, INtib a Property Address 183 i 9' 75TH PC W rF _• Date of Application 2/28/97 _• Type VARIANCE FOR HEIGHT q. o Hearing Required:Yes_X No Date' of Hearing (if known) X Application Site Plan for Short Subdivision (8.5 x;11j X Fee Plan (11 x 17 X APO Ust X l egals.(Ewsting &Proposed} Title Report Environmental Assessment;:: X Vicinity Map Proof of 2-Year. Occupancy (ADt?} Elevations X Declarations (Vanance) Petition' (Official Street Map) X Envir'onmental t;had list J C� !' I r FWI 0 z IC '6, APPLICATION ROUTING FORM FILE AN C '-V-97-24 RP MING, RQUtQ�TQ. RETURNED E needng 314/97 Engineering j F1 Public WO&.'JVVI a ParkSkeC.3/4/97 Parks ac. Rec"L 1: .7 NIP 4P Staff Comments :*PER WHAT SECTION OF THE CODE?,':' *COMMENTS, WI.THOUT",CITATIONS:WI,LL. NOT..BE:,itdNiibERED', *Additional Inf6rmation'Required for Complpt0Application *Addition6l Studies Required to Complet6 R&VieW • Owner, NELSON g NELS LSON i Prdperty Ad dress, 16319 7,5THrPL. 'W. Date of Application 2128/97 4. Type, V _A RIANCE"FOR HEIGHT Hearing RequiredlNes X No , bate of Hearing 4earing If'known) X Application . .. .... Site Plan for Short Subdivision x X Fee Site Plan (1,' X 17) X APO list X & Loals (Eksting, Proposedy,:, ---Title Report rJA Environmental Assessment' --2j—Vicinity Map Proof of 2-Year pancy (ADU) --L-flevations , -x Declarations (V adanCe) Petition (official Street Map) X Environmental _Critical Areas Determination IT, PPUCAT10N ROUTING FORM FIt:E V 97-�4 [ANO'CHECKUST . FROM.. P'I:A�INING R6UfED TO: RETURNED Engineering 3/4/97 �k Engineering Fire 3J4197 Fire": Pubiic Works 3/4Y97 Puhlic`Works ��a .rn " Parks:ex Rec.- Staff Comments: " * iPER `IAIHAT SECT116W OF:THE CODE?: ; *CCI Ni>ENTS Wi'FHAsI�T C6TAT11ONS WALL NOT 1E CCt?1�ISI DER�1! r *Additional Information Required'for Complete Applicatibn ttt *Additional Studies Required to Complete Review' t f x wvner. NELSON 8z NELSON. INC lOLSON . ;f Property Address 1 b3 i Q 79TH EL. W. o Date of Application 2/28/97 Type VARIANCE FOR HEIGHT Hearing Required:Yes _ No ` Date:4 Hearing. (if known) X Application Site Planfor Short. Subdivision (8.5 x 11) ' X Fee X Site Plan (11 x 17)'. X APO ust X Legals (Existing 4 Proposed] Title Report -Environmental Assessment X r Vicinity Map Proof of 2-Year Oodupaney (ADU) " Elevations X Declarations (Variance} - L.Pefifion (Official Street Map) X . , , Enaironinkal Checklist " Critical Areas Determination ; , , t � 3 i i 11 t q APPLICATION :.RQ""P,FORM ':.. 24, .:AND CHECKLIST FROM:.; PLANNINLt ROUTE-DT0— 1. �'-:RET RNED,'< u Engineering, 3/4j97 Enlo Flie, 3Z4/97 - Fire Public Works -3/4/97 Pubillc W Parks at,Rec 314/97 Parks titA SW Comments: .*PER -WHAT SECTION OF THE C01 )E? *Ct9 9Ir1ENTS WiTHOUTUTAMNS.: WILL., NOT SE;COWSIDEI *Addifidnal Informaflo'n Recluired'for Conipletq: p ication, *Addlfionil'StudWs Required to Complete R6Vjejh:. X _Application Site Pian for.Shdit Se X Yee Plah,(I'l k 17) X APO List Legal§' Title Report Environmental Asses; X V'C'n'V Map pfbbf of 2-Y6ar ftu ElevationS (V ifib Pefifio6 (OffiCial Street Map) 777777 —LLLL8QrdnnibntW Chedd Cdgcal Areas Deteffnin aU on 0 0 vision (8.5 x 11) � t NSS� dd�4.,cm#Y �t*�� t�'�'�z�i,�'�i�-� �¢�`'f t ✓ ?u �i �v� { .k �� y.�,a�+ s.�{�q _. 6P J"s r x'{ � s v i A y O 2YD 215\�} WILl�1/>,M CJGu1.1...`r' SWq'z,."(' PL,6 (cI fx,)• N VO15 (o'i�Rh1 �'jM.1t71 hJC i GfZO�'>S �"jEi z €� 7lP 190 0 sg NW)j I� -}- V'MW INS SU LL ns� 72 110 3 x yos� I55 14� �2oFwm (�izs wa1 91�z1�z PEIsiY uINE --> �\ .' � Q 115 h t � iav 6+zse(�z0.q�o) } C. INELSON & NELSON IN6. RESIDENTIAL CONCEPTS & PLANNING z, (1.)SPECIAL CIRCUMSTANCES: The special circumstances of this XMM UJI site include steep slope, sensitive soil conditions and UJU. no view blockage to the north, south east or west. C.) U) a": Wi With the basement projecting out in front (to the west) Cn w _if-- S!, under the main floor deck, is a response to the steep slope W01 and the need to minimize the amount of excavation of the water -sensitive and slide -prone soils typical of the Meadow Ldale Beach area. This is an effort to minimize the require- = ments for soils excavation,(as noted in the .soils report). ? We have designed our home to minimize the overall impact zE" o of the building height by using stick framing techniques w LU o enabling us to us the area within the roof for our second floor. Conventional framing methods of stacking two walls s U and placing trusses on top would make the house taller than t- u -; a, our proposed structure and would still exceed the maximum W(ni, 25' height. The 9/12 roof pitch is necessary to provide the U 9 y-; h1 space for the second floor. Stacking two walls and using a low sloped roof would have a greater height impact. We have lowered the overall height of the garage, so that it does not exceed the maximum 25' height limit.(See Exhibit 1+2.) (2.)SPECIAL PRIVILEGE: The granting of this variance would not be a special privilege as there have been other height variances T` granted inthe RS zones to the north of our site (V2990, V590, V96-91, V93-11, V96-90 in the City files.) We do not feel that 0 our desire to build a 2-story residence would be granting a special privilege as all the recent construction on the.west side of 75th Pl. W. has been 2 stories. (3.)COMPREHENSIVE PLAN: The comprehensive plan is for a single family development. We are' -building a singleresidencewhich complies with the goals and policies of the Comprehensive Plan and Residential Development. We are proposing a.residence which is balancing both the aesthetic and economic of land costs in this area. 16310 N.E. 80th, SUITE 202, REOMOND, WA 98052 [206] a63-6100, nAE :0 Al } ttll 3kJ i 7 iu (9.)ZONING ORDINANCE: Our site is zoned RS-20..The devel pment standards for the RS-20 zone are intended to allow nsistent development which would include 2-story residences.. height.. variance from 25' to 30' would be consistent with thelI develop- ment standards designed to include a 2-story single family residential construction. our design has been directed at minimizing the overIall impact of the building height by using the area within the roof for our second floor. The 9/12 roof pitch is necessary to provide the space for the second floor. Conventional framing of stacking two walls and placing trusses on top would make the House taller than our proposed structure and would still exceed the maximum 25' height. To conform with the intent of the zoning ordinances, minimize view impact, and still respond to the existil�Ing special circumstances of our site, we have set the main floor elevation at 105' which results in a 5' height variance.(See Exhibit"*j.) (5.)NOT DETRIMENTAL: This variance would not be detrimental to surrounding properties, cause a loss of property val e,`,pbstruct scenic views, limit use of surrounding properties, or harm any person on our property or on any other property. (6.)MINIMUM VARIANCE: The steep slope of the site, the; sensitive soils necessitating minimal site excavation, we have designed our home to minimize the overall impact of the building height all combined to define -the location of the residence. .The 9/12 pitch of the roof is necessary to create headroom as quickly as possible for the upper floor spaces..No other portio of the house will exceed the main roof height. The house will be supported on piles. (See Exhibitl+Z.) PREPARED BY: Lezlee Nelson, Designer Nelson &Nelson Inc. (1-206-883-6100) 16310 N.E. 60th, SUITE 202, REOMONO,.WA J0052'(206j S -6100 01 Purpose of Checklist. .rat; wThe State Environmental Policy Act (SEPA), chapter 43.21C J.CW, requires all governmental agencies to consider the x environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all U.1 proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide 01 information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. } Instructions for Applicants: i Zx This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this I--::: checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer p the questions briefly, with the most precise information known, or give the best description you can. w w i You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer a; the questions from our own observations or project plans without thel need to hire experts. If you really do not know the answer, or Ca! 9 Y pv us if a question does not apply to your proposal, write "do not know" or does not apply". complete answers to the questions now may t_ avoid unnecessary delays later. Ftwi Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions w E-I if you can. If you have problems, the governmental agencies can assist you. W W The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of U!i land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you p submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checkli0 far nonproject proposals: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIOt3S (part D). For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site should be read as "proposer," and "affected geographic area," respectively. E A. BACKGROUND 1. Name of proposed project, if applicable: 151 2. Name of applicant: / JZE7- . 1 t 1 -.. �1 • s1 3&, !° 5 1 �° s t rf t t th' th n r, F -s M :r oV 4. Date checklist prepared:, 5. Agency requesting checklist: City of Edmonds. z _ 6. Proposed timing or schedule (ncluding phasing, if applicable): cc U Ui d LU ( LL (STAFF COMM wO 'J ?. Do you have an plans for future additions y y p ,expansion, or further activity related to or connected with this j proposal. If yes, explain. PC Ld NOW Z Hs' Ny UA UJI 0— (STAFF COMMENTS) LULU U-o Z B. List any environmental Information you know about that has been prepared, or will be prepared, directly related hto this proposal. z (STAFF COMMENTS) r © 9. Do you know whether applications are pending for governmental approvals of other proposals directly affeeling the property covered by your proposal? 9 yes, explain, (STAFF COMMENTS) CMTMM-Novas P+ga2 OM susrearsra� 10. List any government app!pvals or permits that will be needed for your proposal, if known. z (STAFF COMMENTS) 0Ai Ca Cn UJI LU U) LL —0 11. Give brief, complete description of your proposal, including the proposed uses and size of the project and site. project There are several questions later in this checklist that ask you to describe certain aspects of 'Your ec jo sal You do P not need to repeat those answers on this page. U—< z I.., 0 LU 0 (STAFF COMMENTS ZI 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section township, and range, if known. 9 a proposal would occur over a range of area, provide range or boundaries ofthesite(s). Provide legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist (STAFF COMMENTS} r 1� Y `� 5 �` 4 5f e1 �� }+'4 �` r�ya�, c1 � �3S�i ♦r f 7 t C � t+ Y l t � .'rd i � r � � y - t t -u, ,� _ TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS 1. Earth General description of the site circle one): rolling, slopes, ountaiaous, other. c`tu �f p ( )• g, hilly steep cn( W J - 0 W (STAFF CO1Vn MNTS) J Z hi, ©{' b. , What is the steepest slope on the site (approximate percent slope)? u.1 0� � a V 0 F` (STAFF COMMENTS) z1 c. What general types of soils are found on the site (for example, clay, sand, .gravel, peat, muck)? If you know the' classification of agricultural soils, specify them and note any prime farmland. (STAFF COMMENTS) i w„ d. Are there surface indications or history of unstable sails in the immediate vicinity? Tf so, describe: N-� (STAFF COMWNTS) r ,u rxoocvasovas. F* 4 d24" e. Describe the purpose, type and approximate quantities of any filling or grading proposed. indicate source of fill. (STAFF COMMENTS) f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. (STAFF COMMENTS) g About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? j2P b. 2. AIR 112 v: .t 2 fi�;yt '' _ "7315 t�f (STAFF COMMENTS) Proposed measures to reduce or control erosion, or other impacts to the earth, if any: tj (STAFF COMMENTS) What types of emissions to the air would result from the proposal (Le., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed?e any, generally describe and give approximate quantities if known. wry .F;�L� (STAFF COMMENTS) CIUMUMI-NOV." MASlE WEA Fngo 3 of24 3. WATER a. Surface: (1) h there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)?. N yes, describe type and provide names. if appropriate, state what stream or river it flaws into. (STAff COMMENTS) (2) ' ' Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? 9 yes, please describe and attach available plans. Uj H CNnTD=-NOVA" MASf8 UM (2) Describe waste material'that:will be discharged into the ground from septic tanks or other sources, if any (for esample: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.)., Describe the general size of the system, the number of such systems, the' number of houses to be served (if applicable), or the number of animals or humans the.system(s) are expected to serve. (STAFF COMMENTS) c. Water Runoff (including storm water): (1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known)., Where will this water flow? Will this water flow into other waters? H so, describe. !a: a tl4t? L? (STAFF COMMENTS) {2) Could waste materials enter ground or surface waters? if so, generally describe. (STAFF COMMENTS) d. Proposed measures to reduceor control surface, ground, and runoff water impacts, if any: r l t• -�A ram. P- t;^„- c i Af —_ ' . I CHKLTOMI MV-93 Page S oP24 UASM%SPSA (STAFF COMMENTS) 5. Animals a. Check or circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: Xj (>-/4 mammals: deer, bear, elk, beaver, other: U�71 F3, i fish: bass, salmon, trout, herring, shellfish, other: (STAFF COMMENTS) b. List any threatened or endangered species known to be on or near the site. C. CMTAO I-NOV-o MWERMA }}.11 Yr .-t -41 J s � � } �i d. Proposed measures to preserve or enhance wildlife, if any: (STAFF COMMENTS) 6. Energy and Natural Resources a. What kinds of energy (electric, atural . gas, il, wood stove solar) will be used to meet the completed project's energy needs? Describe wbet er t or heatm , will be use anufacturing, etc. (STAFF COMMENTS) b. Would your project affect the potential use of solar energy by adjacent properties? N so, `generally describe. C. CIiKLTDW1-MV-0 ItU1818RWU (STAFF COMMENTS) What kinds of energy conservation features am included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: (STAFF COMMENTS) Pap 11"of24 M 9. Environmental Health a Are there any environmental: health' hazards, including'exposurre'to toxic'chemicais,,risk of fire and explosion, spill, or hazardous wage, that could occur as a result of this proposal? if so describe. t�h , (STAFF COMMNTS) (1) Describe special emergency services that might be required. (STAFF COMMENTS) t .. (2) Proposed measures to reduce or control environmental health hazards, if any: (STAFF CON MNTS) b.. Noise (1) What types of noise exist in .the area which may affect your project : (for example: traffic, equipment, operation, other)? ; -' Y (STAFF COMMENTS) a Pap 12 of24 CMMTM=t4wv-n $ v MANMRWU tf.. r �i rtr�f i'.}f'�si v'�`Pf �f;i`,✓lyYa %�ixri �„� vt,�y�i?��fy�ir t.,� � �. �Gt }s Fi _r trv. �rfi'�. 1r l�:tit tf 4y?rtS�h3 }rd ::2� !f �" h �ti. :' � a✓ ! _ ��,+.+++I�� ,'j��?.ylb%, iE..s°ti .� 3 .lam Z �t tl.,. i�t h,f�.x& f �s�.i 2,� t 7.�_T;y� a ? v� r.t � .y.6 �r r- k;:. .`t �xi'isa,�' t.2sssa:aa.cw..,._Scc �.....�k..,a�.. ,.t..�.Js .. n .... . : 4 �.-YBLF r ,. ."4' 4 -. •: n (2) What types and levels of noise would be cre or associated with the project;on'a ort-te r a long-term basis (for example: try construction ration, other)? Indicate what hours noise would come from the site. CC 2Us f LU t • (STAFF COMMENTS) W O w a 91 LE _ (3) Proposed measures to reduce or control noise, impacts, if any: z (STAFF COMMENTS) y ua r F` band and Shoreline Use xa. What is the current use of the site and adjacent properties? ,al �t lyd .ic/i I L r`l (STAFF COMMENTS) i b. Has the site been used for agriculture? If so, describe. (STAFF COMMENTS) CRKLT.POC-NOV-43 HAXM%SPEA hp 13 of24 Y _ :. h. Has any part of the site been classified as an "environmentally sensitive"r area? N so, specify. i. (STAFF COMMNTS) Approximately how many people wou resid r work in the completed project? (STAFF COMMENTS) J. Approximately how many people would the completed project displace? (STAFF COMMENTS) k. Proposed measures to avoid or reduce displacement impacts, if any: cwccrsMI-xovas isza MASURWRA g -O "R T 9., Housing Z JL Approximately how many units would be provided, if any? Indicate whether high, middle, or low4ncome housing. CC'M < LU _j Ca LU: LU _j U) LL COMMENTS) COMNTS) - LU. LL < all b. Approximately how many units, if any would be eliminated?. ]Indicate whether hiph, middle, or low 10. Aesthetics 4 2. What is the tallest height of any proposed structure(s)f not including antennas; what is the principle exterior buildintmaterial(s) proposed? CMMTJMI.WOV.V. MASM%SPPA (STAFF COMMENTS) 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? }3 - a1*1 m.1 :. Z w 0 u w 211 CHXLMI-NOV-93 PsB? 28 of24 T. MA=W" LU z Q 0 Q LU U- LU 0 z 1 � � w 2 M U d a LU 2 F- th. ui U H d 2 Par 20of24 CHMTX=-NOV-0 PAV21 of24 CHMT.00C MOV-93 !l6SISIgM Sid. t €r � ._.�.,s„..A..K17F`✓dw..,!i�i'.JraLiC�'u"CYiiSK4t&iNY�SYYfb.aew.>u...:ar...........__ ,_..... -.+....r. - - .•......,..._.. _....... w....... D. SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (do not use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the Z environment. f�. UJ t When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the cc 2; proposal, would affect the item at a greater.intensity or at a faster rate than if the proposal were not implemented: Respond u; briefly and in general terms. c.� 0} LU i. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of i~ toxic or hazardous substances; or production of noise? cn 0 LL cn a z F-f Proposal measures to avoid or reduce such increases are: � w O� H Fji 2. How would the proposal be likely to affect plants, animals, fish, or marine life? U. ZI _ v�f= _ O z Proposed measures to protect or conserve plants, animals, fish, or marine life are: k c .i# Ct T r, t ra: i.-vi+._., pYSrn u...x>vs .wy ...w.-......�....�....,....� \._.... .. .. .r.. ..� ....i..._...��c...�«.n.issw+wwui+�a.+s*a.w.�++•.�...... ...� .... ... .. .....AY ......,m 4. How would the proposal. be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection, such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prince farmlands? z h cc 21 - Uj L) �, v) U) _! Proposed measures to protect such resources or to avoid or reduce impacts are: LU -jw cn u. w0 J LL d, S. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land }- x or shoreline uses incompatible with existing plans? z 6— ' F a z w w u u� o� w LU F' Proposed measures to avoid or reduce shoreline and land use impacts are: Z� W! U =k, 4� Z 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demands) are: 7. Identify, if possible, whether the proposal may conflict with local; state, or federal laws or requirements for the protection of the environment. Page 24 of24 cHKLTMM1-fdoY g3 auszsaWEA MR. � A 1ct No. T 335-2 p 2 August 6,1991 Carl Pearson Post Office Box 70525 Seattle, Washington 98107 Subject: Residence for Carl and Polly Pearson Short Subdivision No. S-8-87, Lot 3 Meadowdale Beach Reference: Geotechnical Engineering Study Project No. T 335, August 19,1987 by Terra Associates, Inc Dear Mr. Pearson: At your request, we have reviewed revised plans for your residence provided to us by your structural engineer, Mark Codispati. We understand these plans are identical to those submitted to the City for permit. All geotechnical aspects of the plans conform to the recommendations in the referenced geotechnical report. The residence will be supported on augercast piles. With the residence so supported, in our opinion, the risk of damage to the proposed residence and to adjacent properties from soil movement on this property will be minimal, subject to the conditions set forth in the report. In addition, we have examined the comments from Plan Review No. 384 for this residence performed for the City by ICBO. We acknowledge that the revised plans, in our opinion, satisfy Notes 10 and 11 on Page 5 of the Plan Review. In addition, we verify, as requested by Note 12, that a friction coefficient of 0.35 is suitable for the conditions on this site. We appreciate the opportunity to assist with the design of your residence and to review the plans. Please contact Bill Bailey in our office if you have additional questions. Sincerely, TERRA ASSOCIATES, INC Anil Butail, PE President WB:mp 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (206) 821-7777 Y 1 I i 5� yyy t r 1 a . ...r:-.::i-..,.,.V.et.v_.s.S'.a-...�m.�f->14x..iiY.-:w W ti4v. ..a.n�.�.;......,� ,'" .• .n.......vnnwY�»tra� 5'YtWIroINetY.iGY�tYlsiWl�SditVa.fv.C'k`Agtti q^.Yhro!fiTeY Mr. Steve Anderson August 19,1987 'I SUMMARY OF FINDINGS The existing topography on the Scully property is illustrated on Figure 2. About percent of the site at the southeast corner is steeply sloped and virtually inaccessible. The remainder of the 2.5-acre site is relatively flat, accessible from 75th Place West, and buildable. The buildable portion of the site is part of an ancient landslide that has remained active into recent times and possibly is still active. The original landslides are believed to have occurred several thousand years ago. Recent landslides that included this property occurred during the winter of 1946-47 and again during the 1960's. The extent of the downslope movements that occurred in these latest events is not known. The landslide hazards and risks in the Meadowdale Beach area were studied in 1979 by Roger Lowe Associates Inc. A map was produced that classified the various landslide hazards in the entire region and estimated occurrence probabilities. The buildable area on the Scully property was classified as previously failed material (slump) susceptible to additional movement. The possible occurrence of additional landslides within25 years was estimated to have a probability of 90 percent. The Lowe report recommended groundwater control as likely the most economical measure for landslide risk reduction. Consequently, beginning in 1980, sanitary sewers, storm sewers for surface water control, and subsurface interceptor drains were installed at many locations within and on the margins of the Meadowdale landslide complex. Since that time, a lowering of the groundwater table has been documented. In 1985, GeoLngineers,lncorporated evaluated the effects of the improved surface and subsurface drainage and concluded that the probability of landslide occurrence had been reduced in those areas believed to be most susceptible to failure. On the Scully property, the probability that the old slump material might move again within the 25 year period is now estimated at 30 percent. Z r-; wg 2 =i A a LUw LL' Z U a1., Z Mr. Steve Anderson August 19, 1987 In 1983, as part of the LID No. 210 work, Interceptor Drain No. 3 was installed on the north margins of the Scully property. In 1986, an interceptor drain system was installed in the 164th Street S.W. right-of-way at the south side of the property. This latter installation collects some surface water that originates on the Scully property, but does not adequately intercept hillside seepage that now percolates into the old slump material at the toe of the slope. We recommend installing a new interceptor drain along the toe of the slope on the Scully property. This drain will remove additional groundwater and increase the stability of the slump material on the buildable part of the site. The risk of landslide on the Scully property, in our opinion, will be reduced, but not' eliminated. After this additional reduction in landslide risk is achieved, in our opinion, the buildable area on the Scully property west of the steep hillside will be suitable for residential construction; provided the present owners and all future lot owners are properly informed of the landslide risk that exists and accept full iesponsibility for it. Our explorations described below confirm that the buildable areas of the property are underlain by landslide debris and recent uncontrolled fill. The upper ten to 20 feet of this material consists of loose to medium dense silty sands. and soft to stiff clayey silts with wood debris. The soils below these materials are more compact silty fine sands and laminated clayey silts. These latter materials probably are part of the Whidbey Formation, as defined in the 1979 Lowe report. Our test borings do not confirm whether or not these Whidbey soils on the Scully property are landslide materials. The laminations we observed are nearly horizontal but the soil is wetter and not as hard as typical undisturbed glacially compacted soils. The material may be part of a large slide block that moved with little rotation or distortion. However, we believe the recent movements on the Scully property most likely were confined to the upper slump material, which is much looser and wetter. In our opinion, wood -framed single-family residential construction on this property may be supported on conventional spread foundations, provided a compacted gravel pad at least two feet thick is constructed to provide suitable bearing for the footings. However, better foundation performance likely would be obtained from pile foundations driven into the firmer soils at depths 15 to 20 feet. We recommend treated timber piles. Other deep foundations, such as augercast piles, may also be considered. i r t ... ....♦ �A..r...'.)u. »r.r... r.ta W+,+nw vAmww........ _.....j/^_-,__...._.... �II Mr. Steve Anderson August 19,1987 ' The use of deep foundations on this site will reduce the risk that unsuitable bearing materials that may be present at shallow depths might cause excessive settlements. The deep foundations recommended likely would not much reduce property damage if a future landslide occurred on the site. Consequently, deep foundations should not be viewed by property owners as a measure to reduce their landslide risk. As an added safety measure, we recommend establishing a building setback line about 50 feet from the toe of the bluff. This 50-foot buffer zone will provide a catchment area for debris that may from time to time slide from the steep slopes east of the building areas. .To maintain the full 50-foot width of the buffer zone, the debris should be cleared periodically. The following sections of this report discuss our findings and present our recommendations in greater detail. Our report has been prepared specifically for this project. It is intended -for the exclusive use of the property owners and their representatives. Our work has used methods and procedures consistent with local foundation engineering practices. No other warranty, expressed or implied, is made. We do not guarantee project performance in any respect, only that our work meets normal standards of professional care. ITE SURFACE CONDITION The Scully property in Meadowdale Beach is on the east side of 75th Place West immediately north of the unimproved 164th Street S.W. right-of-way. It includes Parcels 62 and 63 of the Meadowdale Beach Plat (5131). The present surface conditions on the property are a result of both natural processes and modification by man. Existing grades vary from Elev. 80 feet adjacent 75th Place West to Elev. 250 at the east property line. The southeast 40 percent of the site is steeply sloped. The northwest portion is a gently sloping terrace with average ground surface gradients in the range of 15 percent. A gravel road enters the property, along the north boundary. The two parcels contain about 2.5 acres and measure roughly 270 feet north to south and 440 feet east to west. Single-family residences occupy land north and south of the property. A residence east of the property is sited well behind the crest of the bluff. i Project No: T 335 =Page No. 4 Mr. Steve Anderson August 19,1987 Vegetation on the west end of the site is dominated by 20 year old alders. Trees on the steep slope.are mostly alders and maples. Blackberry and salmonberry bushes abound on the site and horsetails are numerous in areas wet with seepage. At the time of our field exploration in July, the western portion of the site was firm and free of seepage up to the base of the bluff. Water could be seen seeping from the bluff, mostly from coarser sand seams. The seepage accumulates in a low area of the base of the bluff and drains southward in a shallow swale that terminates at a riprapped catchment area in the 164th Street S.W. right-of-way. The talus at the base of the bluff and the surrounding area is saturated and soft. Neighbors in the area indicated that a previous owner had regraded the property. Trees in the western area were removed and the hummocky terrain was flattened to provide space for a proposed mobile home park. Evidence can be seen that a sizeable cut was madeinto the central portion of the bluff face. A fill pad was constructed on the east side of Parcel 62. An extensive system of surface and subsurface drains has been constructed on and in the vicinity of the property. In the early to mid-1980's, the City of Edmonds implemented the Local Improvement District (LID) No. 210. Sanitary sewers, storm sewers, and interceptor drains were installed in an effort to reduce the excessive water in the Meadowdale landslide complex. Part of this work was a combination storm/interceptor system installed on the Scully property close to the north boundary. A few years later, another storm -interceptor drain system was constructed within the 164th Street S.W. right-of-way from 75th Place West to the base of the bluff. From tliere, it climbs the bluff southward. Thus, this drain is entirely south of the Scully property. However, as described above, surface drainage from the Scully property near the toe of the bluff is collected at one of the manholes in the system. g U a Uj W w H 0 z 0 511 f Y, y I t Mr. Steve Anderson August 19, 1987 FIELD EXPLORATION AND LABORATORY TESTIN Our field exploration of the three proposed subdivision lots was performed on july 1, 1987. Subsurface conditions were explored by drilling two standard enetration test borings to depths of 26 and 37 feet below the existing grade. The borings were performed by Drilling Unlimited, Inc. of Olympia, Washington using a skid -mounted drill rig. Hollow -stem augers were used to advance and support the boreholes. In addition, seven test pits were excavated with a Case backhoe operated by Dave Biddle of Lynnwood, Washington. The test pits were completed at depths that varied from seven to 14 feet. The locations of the borings and pits were estimated by rough measurements from features shown on the property survey plan provided to us. The approximate locations are shown on the Exploration Plan, Figure 2. Ground surface elevations at the boring and the test pit locations were interpolated from contours shown on the site plan provided to US. The field exploration was continuously monitored by an engineering geologist from our firm. He classified the soils encountered, maintained a log of each test boring and pit, collected representative soil samples, and observed pertinent site features. In each boring, the consistency of the soils penetrated was sampled using standard penetration tests (SPT) performed at intervals not greater than five feet. The test procedures used were in general accordance with ASTM D-1586. The results of these tests are the N- values reported on the boring logs. All samples recovered were visually classified in accordance with the system described on Figure 3. The boring logs are included in this report as Figures 4 and 5. These logs represent our interpretation of the field logs and the results of the laboratory examination and tests of field samples. The soils encountered in the test pits were examined and described using the system described on Figure 3. Logs of the test pits are presented on Figures 4 through 9. The bare slope exposures on the eastern part of the site permitted the soil types, continuity of units, hydrologic conditions and relative stability of the hillside in this area to be observed. A .. x... c.0 .Ya4,b:2EJ:'L. W.., .w_,.ro*nubrtemawvexw wxam>nAfnGMCNri5pktl4X'tf%17ri1m1.+1G1Y1u'iutSw4W Yanxw+iai.».antYwM.}a .•iw.++wws++..+i ...._'jam r .... ..-..`.. 1 Mr. Steve Anderson August 19,1987 Representative soil samples obtained from the test borings and'pits were placed in closed UP 5E containers and taken to our laboratory far additional examination and testing. The moisture content of all was In addition, samples measured. sieve analyses and an Atterberg limit test were run to aid in properly classifying the soils. The results- of these w UI y_ tests are reported on the boring and test pit logs. _tt.1 a - o Groundwater observation wells were installed in both test borings and in three of the seven test pits. ;r x., SUBSURFACE CONDITIONS z t-+ of LU LU ;` Both test borings encountered fill and slide debris to depths of ten`to 15 feet. The fill and al the debris are virtually indistinguishable. This material is relatively loose and becomes +� very moist to wet a few feet below the surface. It consists of intermixed tan and blue ray t= LU silty sand and clayey silt, often containing angular blocks of clayey silt, minor gravel and LU, occasional buried trees and brush. Similar material was encountered in all the test pits. In' W z most of the pits, it extended below the pit bottom. ui c�n �—. The fill and debris is underlain by gray stiff to very stiff laminated silts and clays with Z interbedded sand seams. These fine-grained soils probably belong to the interglacial Whidbey Formation, as defined by the 1979 Lowe report. The bedding in the sediments we drilled is roughly horizontal, implying that the borings either were made in a coherent slide block that has undergone negligible rotation or that the sediments have not moved appreciably since they were deposited. �- The Whidbey material encountered in our test borings has relatively low SPT N-values and high water content. Similar soils were classified "landslide material" in the 1979 Lowe report. Several Lowe borings that reached deep enough encountered sediments with ® refusal N-values. This very hard materials reported to be the undisturbed Whidbey Formation. We conclude that the Whidbey soils at shallow depth on the Scully property may be remnant blocks from ancient landslides. Project No. T 335 Page Noy 7 t.; .E.F..>,Ci...W ,u,w. enexulaMm.:.uu..w,.�+�+n+u.:x.inWw+.rr.iw...-+.......r+r.ane+:siJYNaMEAyti.YYtJ1RGIC!�V'JiYYJv:iYtf10�R'.6 Yrws4m..swrw.....-"....+..,..........w.....,...•.................:J►.v .. .. Mr. Steve Anderson August 19,1987 GROUNDWATER Groundwater on this site flows generally westward toward Browns Bay. In July when our field work was completed, groundwater was seeping from sand seams exposed on the bare bluff at the east side of the property. Soils near the toe of the bluff were saturated nearly to the ground surface. The wet soils encountered in the test borings suggest that surface water that infiltrates the debris probably flows westward downslope in the debris above the Whidbey soils. - LI la7�yt7t7a �3�V �.+�u a�ua...ytrura v+r ursasva•v. _ Genera� The Scully property lies within the boundaries of the Meadowdale landslide area studied in 1979 by Roger Lowe Associates, Inc. The purpose of that study was to classify the various landslide hazards that were present indifferent areas and evaluate the risk that landslide event might occur. 'Three categories of possible landslides were identified on the Scully property: r. 335 Pto�ect Page No'9 t is 7is � 3 c Y 4 T t r!>~ t 1 " c j k .t t t� 1 tt1S? �tt� a.t t4 .✓ti 1 t t r 'S fi• ' - f t h \ 4 � y 1 1 ij n .,.w�sauawcm+wwrds• ` ' ' iu.nn+r.Mrv+vL..w.mvaMie-.dt"ShG4�Yt�`.lnik3IilCMh1t1'ikAA�cedYO`.1.4'fiPN'E6Y.(�'i. 1k'13Y'i.rv;'1.nYtYun>iNnulW(stLYNib+dwlW.+marvrrMr..,..n................ »Y.'.. - Mr. Steve Anderson August 19,1987 F- W. cc �� _Interceptor Drain p!- Lit J V{ " a�Lui At the present time surface runoff, rainfall and seepage from the bluff percolate into the Uj ground near the base of the bluff. Some of this water maybe collected by the existing CO a _ interceptor drain systems in the 164th Street S.W. right-of-way and on the north margins g of the property. However, because the pervious slope debris on the site is deeper than q the existing drains, much of the water undoubtedly passes under the drains and continues U. M on downslope. This water contributes to the potential instability of the existing landslide debris and increases the landslide hazard on the Scully property. In order to remove the zLd groundwater that now passes under the existing drains, we recommend installing a deep interceptor drain east of the proposed 50-foot building setback line near the toe of the w LW i slope. 0 $ w The interceptor drain should extend into the Whidbey Formation, a.de th likely to be in Y s ,P the range of twelve to 15 feet. We recommend using slotted or perforated ABS drainpipe, U. eight inches in diameter. The pipe should be bedded in washed gravel and wrapped with z filter cloth, approximately;as shown on Figure 10. The drain should discharge to the U xE existing storm sewer system. Since the, drain invert elevations likely will be deeper. than �- any, of the manholes in the existing interceptor system, the new drain may have to be z extended to the storm sewer along 75th Place West.. All sections of the drain west of the 50-foot setback line should be tightlined. Several cleanouts should be provided. Conventional Saread Foundations As indicated above, the near -surface soils on the buildable portion of the Scully property are uncontrolled fills and debris from old landslides. This material contains wood debris 0 and has a significant component of wet plastic clay. In our opinion, the performance of conventional spread foundations bearing on this material is unpredictable. Settlements in the range of a few inches may occur. Consequently, spread foundations should be used for single-family wood -framed construction only if the risk that settlements of this magnitude may occur is acceptable. 4 • - X r�tr$yJn a s. a n t ry 'yi t x is '*''i� sti '">,; }%^C"^"n�"L't ' r.,..0 nest . ,-, '�` v r.,-> r ty .' yam, tG Yr � Xw t Ph 5 �,�. a g, � a r tt' �, g � �F �.$ y 'V®r,& • Mr. Steve Anderson August 19,1987 If spread foundations are used, we recommend stripping the site and placing a building pad of imported gravel. The pad should be at least two feet thick below foundations and �j twelve inches thick beneath slab -on -grade floors. The subgrade under the gravel pad - should be proofrolled before any gravel is placed. Any soft places located should be should The excavated to firm ground and stabilized with gravel or rock spalls. gravel pad be placed in layers about eight inches thick and compacted to dry densities at least 90 percent of its ASTM D-1557 maximum dry density. The compacted gravel pad recommended will reduce the risk of unsatisfactory foundation performance, but it will not eliminate the risk. Deep Foundation Because the near -surface sails on this site will not, in our opinion, provide dependable support for conventional spread foundations, we recommend using deep foundations bearing in the firm Whidbey soils at depths of approximately 15 to 20 feet. Suitable deep foundations for the soil conditions on this site include timber piles and augercast piles. With the residences supported on deep foundations, the ground floors, in our opinion, should be framed over crawl spaces. Garage floors, however, may be slab -on -grade. We recommend isolating all slab -on -grade floors from the building foundations and from all other structures. Timber piles should be treated with preservative and should have a minimum tip i Us that circumference of 22 inches. They should be driven into the firm Whidbey �o at underlie the near -surface compressible materials. We estimate ' that pile capacities in the range of ten to 15 tons can be obtained with the pile tips in the range of 20 to 25 feet below the present ground surface. The necessary pile driving resistances, blows per foot, may be estimated using the Engineering News formula. Augercast piles, if used, should be at least twelve inches in, diameter. We estimate that augercast piles embedded at least seven feet into the firm Whidbey soils can be designed for loads of 20 tons. - �T 33rbject No. 5 Pan No. U77— IA ,, t MMEN;_ t z + t + .. ...._.�.,. ...a...,,r xi,+.anx�m.,..,>mw..,xawasr,�I:��..a.+.�w,w,�.,.,..»...,.......::...:it....... ..............................�....__. .w _ .. Mr. Steve Anderson August 19,1981 LUI a Roof and Area Drains _Ui J V Q 0' Uj;_ Rainwater from roofs and any surface water collected on this site should be conveyed in tight lines and discharged directly to the storm sewer system. WU. wa 4 Impact on Neighboring Prop U. x,, In our -opinion, the presence of single-family wood -framed residential construction on this Z property will have no adverse impact on the landslide hazards that affect this property z of and the neighboring property. The interceptor drain recommended should lower the g � groundwater table and reduce the current risk of landslide on the Scully property and on the property downslope from the site. Construction on the Scully property will not affect Q the stability of the bluff and thus will not adversely affect neighboring property to the east. � W U_ of The present vegetation on the steep slopes at the east side of the property should be w z{ maintained. Trees that might topple onto the buildings may be trimmed back but should not be removed. Catch basins and storms drain lines should be kept clear of debris and , °z free -flowing. During construction, barren soils should be covered with straw and hydroseeded to reduce erosion. Lawns should be sodded as soon as possible after construction is completed. Additional Services a As development plans proceed, we recommend that Terra Associates, Inc. be requested to review earthwork and foundation plans so that our recommendations maybe properly ® interpreted and implemented. In order to verify compliance with the project plans, specifications, and the recommendations presented herein, and to allow expedient design changes in the event subsurface conditions are encountered that differ from those anticipated, we also ® recommend that Terra Associates, Inc. be retained to provide geotechnical observation and testing services during construction. Project No. T 335 Page No.12 LB, 0 z • )r f+ Group PRIMARY DIVISIONS Symbol SECONDARY DIVISIONS GRAVEL'S Clean GW well graded gravels, gravel -sand mixtures more than half Gravels little or no tines. GP poorly graded gravels or gravel -sand mixtures little or no fines. A ao N o c w 2 $ 0 co of coarse fraction is larger than No. 4 sieve (less than 6% fines) Gravel with fines GM silty gravels, gravel -sand -silt mixtures, non- lastie fines. GC clayey gravels,.gravei-sand-clay mixtures plastic flues. SANDS more than half of coarse fraction is smaller than No. 4 sieve Clean Sands {tees than 6% fines SW well graded sands, gravelly sands, little or no fines. SP poorly graded sands or gravelly sands, little or no fines. Sands with fines SM allty sands, sand -silt mixtures, non- plastic fines. SC clavey sands, sand -clay mixtures, plastic fines. vat o d SILTS AND CLAYS liquid limit !s less than 60% ML inorganic silts and very fine sands, rock flour, silty or clayey tine sands or clayey silts with allght plasticl. CL Inorganic clays of low to medium plasticity w m o gravelly clays, sandy clays, silty clays, lean clays. OL organic silts and organic clays of low � 'C x s, 8 0 olaattc! SILTSdAND CLAYS greater than 50% Idli Inorganic silts, micaceous or diatom- ceous fine sandy or silty soils elastic. CH Inorganic clays of high lastic!!y, fat cis s. HIGHLY ORGANIC SOILS PT I peat and other highly organic aoils. DEFINITION OF TERMS U.S. Standard rd Series eve 10 Clear SVare Sieve Openings' SAND GRAVEL i SILTS &CLAYS fine medium coarse fine coarse COBBLE BOuz;ER SANDS, GRAVELS, STANDARD AND NON -PLASTIC PENETRATION SILTS very loose 0- 4 loose 4-10 medium dense 10-30 dense 30-50 very dense over 50 RELATIVE DENSITY PLASTIC SILTS ConUnconfined STANDARD, AND CLAYS SLR th'e ENETRATIOI: very soft 0-1/4 0-2 soft 1/4-1/2 2-4 firm 1/2-1 4-8 stiff 1-2 8-16 very stiff 2 - 4 16-32 hard over 4 over 32 UUNMTENCY UNIFIED SOIL CLASSIFICATION SYST TERRA - ASSOCIATES SCULLY PROPERTY •.: EDMONDS Geotechnlcal Consultants , WASIiNCTON ri �- . .• ::.:.... :...........,...,:wius.rnn�auar.'a.m.«.s.«..+.urwwwam:rmN,wtl�eiKaarsklsi53tiu.*'.7tiiliitLtz,.:..2NH7s-:isb'C:.'tt7.Yfi7�HtiB"�;VSa'tYh447Y�'�sizcksw+4czrMsr.¢wavMuaeuex,wxw..m.w:2w.,n.-..,...::..-.,....m....� . '_� , ., Logged By JJ Date 7/1/87 ELEV.------ < �1 Graph US Soil Description Depth . Sample sloNyys W U! CS (ft.) Ft, U)�; -JL_ Bj:own, sandl SILT withrootsdamR. Co Lu„ LU ( ML Blue -gray, clayey SILT intermixed with E4 U. '• / brown silty SAND with wood debris, very w - SM moist, soft and loose, 5 25.3 J {Fill/Slide.Debris} 23.1 Uj W; With silt clasts, wet. a : ` 10 6 35.3 o W w ML Gray, horizontally laminated, clayey U. silt, moist, very stiff. 15 22 29.0 Uj -- 20 28 27. { 25 36 28. Q Test`Boring completed at 261 feet; Groundwater observation well installed to 261 feet, slotted to 61 feet; Groundwater measured at 9 feet 2 inches July 6,,1987, s f� BORING LOG AL' TERRA SCULLY PRt3PERTY i•.Y z;i:: • ASSC)ClATES EDtitt}NCS wAsHi�G-rorfrrt Geotechnical Consultants Prof. No 335 .Date JtslV► ST Finure a I: L T Logged By ji Date- 7/1 /87 Graph CS BORING NO. _2 ELEV. _ Soil Description Depth Sample Blows w Pt. M q SILT with roots dam . ML Brown and gray, sandy SILT with clay, trace gravel, some iron -staining, very 7 .7 moist, soft to firm. (Fill/Slide Debris) 5 S ,5 Olive gray, intermixed SAND, sandy SILT and clayey .ILT, trace gravel with some organics, wet,. firm. (Fill/Slide Debris) i0 6 .4 j ML Gray, sandy SILT, horizontally bedded, 15 11 28.4 / clayey SILT and silty SAND inferbeds, MH wet, medium det.se. SM f} ML Gray, clayey SILT with minor horizontal 30 15 34.1 sand interbeds,.very moist, very stiff. iRH Test Boring completed at 36 feet. geet.roundwater observation well set at.36 Groundwater measured at 231 feet-7/6/87 35 20 1.7 r: TERRA BORING LOG SCULLY PROPERTY ASSOCIATES EDMONDS# WASHINGTON Geotechnical Consultants Proj. No. 335 1 Date Julv'16i lFinurp c i -,K C { i _ "0 logged By JJ Date 7/1/87 Depth (ft.) USCS 0 5 10 15 TEST PIT NO. Soil Description Elev. W (96) ML Brown, sandy SILT, with roots and organics, damp. no ML Brown and gray, iron stained, clayey SILT and i intermixed sand, silt clasts and.wood, moist to water SM very moist, firm, • 7/6/87 Wood debris at 61 feet. (Fill/Slide Debris) Wood debris and large blocks of laminated silt at 10 feet. Test Pit completed at 12 feet; No visible seepage or caving. Logged 7/11$7 . TEST PIT NO Date ...... Elev. 0 5 0 10 15 ML rown, san y witti roots an3 organic ma er a s, W V �[" ML Gray, clayey SILT with intermixed sand, wood j debris, and silt clasts, wet, firm. (Fill/Slide 7I6/87 SM Debris) 30.9 :t Test Pit completed at 13 feet 8 inches. No visible seepage or caving. .TEST PIT LOGS SCULLY PROPERTY' EDMONDS, WASHiNG'ON Pro]. No. 335 Date J41y'87` Figure 6 V0 w` LU ui U) U. g 5 J w4c U)CLLP z r?. Z 10 w Lu � Os U to pM w w H M-1 15 ML rown, son y with roots an organic mate fa , ML Brown, sandy SILT with clay some wood debris and - silt clasts, moist, firm to stiff. (Fill/Slide Debris) ML Gray, c';ayey and sandy SILT, moist, firm to stiff. (Fill/Slide Debris) Stump or log at 7 feet. Test Pit, terminated at 71 feet on log or stump; No seepage or caving noted. (Fill/ Slide Debris) ti zl W Cal zLogged B/1/,... '-ES1" P 1 i Its. 4 Elev. Date .��... 0 0 10 15 ML Brown, sandy SILT with roots, damp, medium dense. (Fill/Slide Debris) ML / Brown, sandy SILT and silty SAND, some wood debris, damp, medium dense. SM Fill Slide Debris ML Gray, iron —stained, sandy SILT with clay and silt clasts and organics, moist to very moist. Test Pit completed at 101 feet. TEST PIT LOGS SCULLY PROPERTY EDMONDS, WASHINGTON Prol. No. 335 1 Date Julv'87 Finiva. 0 LU LY 0 US W Uj' I oil ki 10 15 N M 10 15 Brown, sandy SILT with roots, very moist. SM Gray and brown, iron stained silty SAND and sandy SILT, very moist to wet, loose to medium dense. ML (Fill/Slide Debris) Gray, laminated SILT, medium dense, wet. Ter Pit terminated in undisturbed soil at 12 feet. Logged By ii I Date?/l/87 TEST PIT NO. Elev. M Brown, silty SAND with roots, damp—. ML Gray and brown, clayey, sandy SILT and intermixed SM silty SAND, very moist, firm to medium stiff. (Fill/Slide Debris) ML Organic rich, sandy SILT with wood. ML Gray and brown, iron -stained, sandy, clayey SILT SM and silty SAND, very moist to wet, medium dense. (Fill/Slide Debris) Test Pit completed at 13 feet 3 inches. TERRA ASSOCIATES Geotechnical Consultants TEST PIT LOGS SCULLY PROPERTY EDMONDS,WASHIN. - GTON Proj. No. 335 Date juiy,81 IFIgure 8 1. � ., t r ) '1 : .� �.✓h 3 T2 (t 'z o ry t g � ; 1 .i , sr � �r a tr-,�* t i � + ?, �{%4t 1 .,.•••^. .«... ..,�.,.....] f t ?_.... w+earrauaz+ardtoer.Ac•.nsnrnsttlAitmwamt. imN+'r.YtrK.M.rW.w.wAwuKweaa+�...+..-wn us.w. ,�.....«�.... .. ...„ --- TEST PIT NO. Logged By JJ Q Data ?l Elev. �. cc X' Depth USCS Soil Description W t Ct96) _j ut MLL Brown, sandy SILT with roots, damp, medium dense.0 81- i J ML Brown and gray, sandy SILT, damp to very moist, no cn U. medium dense. (Fill/Slide Debris) w © water 5 - 7/6/87 �a Blood debris at 7 feet. � a 10 ul - 2 of Test. Pit: completed at 9 feet. c� o� ca LU .� 0 z , ®, a . - kryn.yY�aiCkY R 1 �q�x tfs�`E TERRA TEST PIT LAGS' SCIJLI.Y PROPERTY • ASSOCIATES EDMONDS', WASHINGTON valor Geotechnical Consultants 'Proj No 336 Elate Jutv'87 Figure a 4F ,`✓•f �_,� x i� ,4. ry ` t ... t JF nt� ., c � j 4 .-a' { t tia ry i i1 � by t %r � '�•� Txr , b.. ��: � � s= .�;�° � `fit. l � 4�� x ft � .........w.�.-...-Y.._u...�...........,.w...,.wr.,.;em+vn �n:�ro•sxr�wr..xrrra.•.�.x �K*.�...•..«..-�eoeui..�«..�.,...s,.w.w+w,,.... ..._.�....:m . -. _._ C.1L�ArIL GRADE TO DRAIN TO SEWER. _t IQ lit - '��._,• in : � ,•;,.i,.•; tit:': _';:•:.:� ~• - -' `..'r:: Fti :;,%+Y:;4• 12"min. ':'`':'_"'`' �'�•,•' COMPACTED NATIVE SOIL BACKPILL PILL AND OLD :i:a:,.or ;•..' LANDSLIDE DEBRIS depth :: •t`' �:: ��'•':" . varies WHIDBEY FORMATION SOILS •�'.•:' .;:. FREE -DRAINING BACKFILL !'.'� . '::.:•: o • COMPOSED OF WASHED ;; `'o;�;o�'•�;:'' GRAVEL, PEA GRAVEL, ;•;;:;,••: �;:o;y: ETC. FILTER FABRIC • ';.•.o..;,.�;;�, 8 INCH PERFORATED OR , SLOTTED PIPE. SLOPE 12" 0.6% MINIMUM -TO STORM DRAIN. min. width Typical. Interceptor Drain NOT —TO —SCALE NOTE: METHOD OF DRAIN INSTALLATION AND THE TRENCH SIDEWALL STABILITY IS THE RESPONSIBILITY OF' THE. CONTRACTOR. ,•>�; wr rm is R A TYPICAL, INTERCEPTOR DRAIN DETAIL %'+' • ' SCULLY . PROPERTY • ASSOCIATES EDMONDS, WAS HINGTON Gsotschnical Consultants Praj,'NO. 335 Date July'87 Figure 'a' 2 Ija jy`Sl 1° i t j(•• 1tVi kr '.,S i V }tx 1 1-:yt 4[ S L i 2 J 1' . "r r J t r A ICE ..r l r - t� .a�.v:::.:b..w............r........,:........'' PE ON THIS SIDE WITHIN �o Betty Bakken Jahn Or Doris Laugh Jonathan Edwards 7302 164thPI SW 6850 36th Ave NE 7317164th P1 SW Edmonds, WA 98026 Seattle, WA 48115 Edmonds, WA 98026 4616 000 003 00: 4616 000 004 00 4616 000 005 00` Andrea Jones Tammy Fong Gerald &Paula Walters 1681170th PI W 735 N 185th St 7314164th PI SW, Lynnwood, WA 98037 Seattle, WA:48133 Edmonds, WA 98026' 4616 000 006 00 4616 000007 00 4616 000-008 00 Dolours Dean Carl & Polly Pearson Donald Iverson 18 Jalan Balau Damanoara Hts K L 8227 229th St SW 2018 150th PI SE MALAYSIA Edmonds, WA 98026 Mill'Creek, WA 98012 5131 000 062 00 5131 000 062 01 5131 000 064 00 Cliff Lawson Donald Hansen Douglas & Deana Grier, 1622175th PI W ` 1641175th PI W 1643174th PI W Edmonds, WA 98026 t : Edmonds, WA 98026 Edmonds, WA 98026 5131 060 065 00 5131 000 089 01 5131 000 089 02 Jeffrey & Madalyn Meyer Donald & Joyce Nelsen W I Michael Goodrick 16429 75th PI W 700 Elm St " 16508 7,{5th Ave W Edmonds, WA 98026 Edmonds, WA 98020 Edmonds, WA 98026 5131 000 089 03 5131 000 089 04 5131 000 090 01 t Orpha Lawson Nicholas Blattner Dr. E Suchert 1622175th PI W 16420 76th W i 540.12th Ave N Edmonds, WA 98026 Edmonds, WA 98020 ' Edmonds, WA 98020 5131 000 090 02 5131 000 090 03 5131 000 090 06 Pakie Plastino John Sanderlin { John anderlin PO Box 5075 16220 75th PI W ;' 16220 5 I W Lynnwood, WA 98046 'Edmonds, WA 98026 Edm WA 98026 5131 000 090 07 5131 060 002 00 5131 060 004 00 Clyde & Janice Miller Mary Ashby Karen Nelson 16310 75th PI W 16320 75th PI W 16330 75th PI W Edmonds, WA 98026 Edmonds, WA 99026 Edmonds, WA 08026 5131 060 005 00 5131 060 0t77 00 5131 060 009 `00 Gordon & Novleen Gogert Cliff wson CONSTRUCTION LIEN ,& CREDIT SER 16605 52nd Ave NW 16221 th l W PO Box S07S Stanwood, WA 98292 Edmon A 98026 ! Lynnwood, WA 98046 5131 060 010 00 5131 0 7 001 00 5131 097'002 01 Terry & LA nda Olson.lei son : i el son, Inc N $�i Suite 202 5498 Black Hawk Dr., es .ee a son Danville, CA 94506 16310 ,NE 80th Sd te' 202 Redmond, WA 98052 . MetroScan/Snohontish MA) . Owner : Bakken Betty J RTSQ ::04E -27N -08 -NW CoOwner APN : 4616000003 00 Site Addr ;`7302164th'P1 SW Edmonds 98026. Struct : $118,200 Mail Addr : 7302164th PI SW Edmonds Wa 98026 Land,- . : $155,000 Rec Date heed Total : $273,200 Price Loan LevyCd :002II'°' Aud Fee # Ln Amt.: 1096 ` Tax ' : $3,106.'50 ActualUse : Lender Phone :206443-5013 Vest Tjpe Intl) p %::Owned Bldg Name Volume : 27 Page: 26 Land Use: : 11101"Res,Sgl Fatuity Res,Detached,I Unit Easmnt Zoning : Rs-12000 Zon/ngRest NbrhdCode .520 : Census Sub/Plat : Haines Wharf 2 :. Ti act : 502.00 Legal : BLK 000 D-00 - LOT 3 Block ; 2 Bedrooms ; 3 Bldg SF : 2,714 &M6re :.27 Year Bit: : 1968 Bath M : 1.: /1 /1 Ist SF : 1,386 Lot SF : 2,714 EffrBXt Stories : 1, 2nd SF Hrattng.: Basebrd BldgGrad : Highlavg Fireplace , :2 3rdSF Roof B1dgCond :Good Spa 4th SF View Water&c : Public Units ABsmntSF :.1,328 WtFront : Sewer' :Sewer Owner _ : Gough John T Or Doris E RTSQ : 04B -27N -08 NW CaOwner APN ::4616000,004'00 Site Addr : *No Site Address* shwct Mail Addr : 6850 36th Ave NE Seattle Wa 98115 'Land : $165,000 Rec Date Deed Total : $165,000 Price Loan LevyCd 00217 Aud Fee # Ln Amt 1996 Tax : : $1,876.18 Actual Use Lender Phone :206-522-3820 , Vest Type Int7Typ _ Owned Bldg Name Volume : 27 Page: 26 Land Use : 91000 Vacant,Undeveioped,Unused Land Easmnt Zoning : Rs-12000 ZoningRest NbrhdCode :520 Census SubiPlat : Haines Wharf 2 Tract Legal : BLK 000 D-00 - LOT 4 Block Bedrooms Bldg SF Lob1cre : `fear Bit Bath F311 1 7 1st SF Lot SF EfiTrBlt Stories 2nd SF Heating 't ;: BldgGrad Fireplace 3rd SF Roof BtdgG'ond Spa 4th SF lrew WatenSrc : Public . Units BsmntSF : K!tFrant : Sewer :.Sewer. s IM w U r O Z MetroScan I Steohomish (I . Owner : Edwards Jonathan D. RT Q : 64E ; . -27N -08 -NW , CoOiwner API : 4616`.000`OOS QO Site Addr . 7317164th P1 SW Edmonds 98026 Struct : $161,800 MailAddr . 732? 164th P1 SW Edmonds Wa 98026 Land : $1TS,U00 RecDate :`01/00/85 " Deed ; Warranty: Total : $336,800 Price : $197,000 Loan LevyCd : 00217 Aud Fee # .. Ln Amt 1996 Tax : $3;829.69 Actual Use 'Lender Phone ; 206-742-1190 Vest Type Intl. p % Owned Bldg Name Volume : 27 Page: 26 . Land Use :11101Res,SglFam*Pis,Detached,l`Unit Easmnt Zoning : Rs-12000 2dntngRest NbrhdCode ' ; 520 Census Sub/Plat : Haines Wharf 2 Tract i 502.00 Legal : BLK-000 D•00 - LOT 5 Block : 2 Bedrooms :;3 - Bldg SF : 2,491 '. LotAcre : YearBlt : 1978 Bath, F3H :2 / /2 Ist SF " : 2,'041 ` Lot SF - : 2,491 ,Ejll'rBlt . Stories .:.1.5 2nd SF : 450 Heating ': Forced BldgGrad : Good Fireplace ::2 3rd SF Roof BldgCand _,: CTood Spa ; Yes 4th SF New. ' . WaterSrc . s Poblia Units ` -' : 1 : BsrimtSF WtFront :. - 'Sewer :.Sewer Owner : Jones Andrea M RTSQ : 04E . -27N -08 -NW COOwner APN : 4616 000 006 00 Site Addr : 7320164th P1 SW Edmonds 98026 Struet - : $200f 100 Mail Addr : 1681170th P1 W Lynnwood Wa 98037 Land : $115,000 Rec Date : 04/30/91 Deed, : Warranty Total : $375,100 Price : $470,000 Full Loan ; Conventional` LevyCd : 00217 Aud Fee # : 364 Ln Amt : $3k,500 1996 Tax : $4,265.19 Actual Use Lender: Olympus Mtg Phone Vest Type Int?yp % Owned : 100 Bldg Name Volume : 27 Page: 26 Land Use : 11101 Res,Sgl Family Res,Detached,l Unit Easmnt Zoning : Rs-12000 ZoningRest NbrhdCode :520 Ce»sus SubMat : Haines Wharf 2 Traci :.50.2.00 Legal : BLK 000 D-00 - LOT 6 Block :2 Bedrooms : 4 Bldg SF : 3,595 Lot4cre : Year Bit : 1977 Bath F3H : 4 / ! 1st SF :1,587 Lot SF : 3,595 EgrBlt Stories : 2 2nd SF : 712 Heating ; Forced BldgGrad : Good Fireplace : 3 3rd SF Roof B1dgCand :,Good Spa : Yes 4th SF View WaterSrc :Public Units : 1 BsmmSF : 1,296 Mront. Sewer : Sewer '1`,ppf'�' a wairrgi f s ,3. s+�,. ♦1 71 h,.,s a hZ� t. 4 �` 5 5 I 1 t S z. i'4 i L �,. ""i i J ti 1 S ft ., r,. ' ..riW]LRY.t.:Y..&Y:3...!A416XYlNrsntlGbdNAVlilL�t4vxCtwltimitGvc.weer�a�:.:r:.W..:.:u.�.�.w�b L�?w liJ4Y.� �J� � � b"I�'I�tl�tlL1�:Rt7Y'IJS:f+'dP-0:kds�4YSeeiilAdYG' UI'tMMYndwxx+usan+ww...w•arxc 4r 8` MetroScan l Snahom&h (WA) Owner : Fong Tommy RTSQ : 04E -27N , -08 -NW CoOwner APN : 4616 060 667 00 Site Add" : 7406164th P1 SW Edmonds 98026 Struct '. $406700 Mail AdW : 735 N 185th St Seattle Wa 98133 Land : $280,060 Rec Date :11/00/97 - Deed.' ';Warranty. Total :$686,700 Price : $133,000 Loan ' LevyCd : 00217 Aud Fee # Ln Amt : 19.96 Tax. : $7,808.33 Actual Use : Lender Phone : 206-542: 7000 Vest Type IntTyp Y Owned Bldg Name Volume : 27 Page: ,26 Land Use : 11101 Res,Sg1 Family Res,Detached,i Unit Easmnt Zoning :Rs-20000' ZontngRest NbrhdCode :520 Census SublPlat : Haines "Wharf 2 Tract : 502.00 Legal : BLK 000 D-00 - LOT 7 SUBJ ESE PUD Block : 2 Bedrooms :2 B14g SF : 6,223 LotAcre,..90 Year Blt : 199.2 Bath F311 :2 / /1 Ist SF : 2,857 Lot SF : 6,223 '" Efy1'rBit Stories : 2 2nd SF : 1,400 Heating : Radiant ' BidgGrad : Vy Good Fireplace 3rd SF Roof BldgCand ::Good Spa : Yes 4th SF New < ` : WaterSrc :Public Units : 1 ' BsmntSF ; 1,966 WtFront ; Sewer :Sewer Owner : Walters Gerald A/Paula N RTSQ : 04E -27N -08 -NW CoOwner APN : 4616 000 008.00 Site Addr : 7314164th PI SW Edmonds 98026 Shwct : $136,500 Marl Addr : 7314164th PI SW Edmonds Wa 98026 Land : `$15.5,000 Rec Date : 06/10/93 Deed t Quit Claim Total : $291,500 Price Loan : Conventional LevyCd ' ; : 00217 Aud Fee # : 323 Ln Amt : $61,500 1996 Tax : $3,314.59 Actual Use Lender : Home Svgs Of Am Phone 206-7434251': Vest Type : Married Persons Jntlyp : Fixed 94 Owned : 100 Bldg Name Volume . - ; : 27 Pager 26 Land Use : 11101 Res,Sgl Family Res,Detached,l Unit Easmnt Zoning : Rs-12000 ZoningRest NbrhdCode :520 Census SublPlat : Haines Wharf 2 Tract : 502.00 Legal : BLK 000 D-00 - LOT 8 Block : 2 Bedrooms : 4 Bldg SF ; 2,429 LotAcre : Year Bit : 1977. Bath F311 : 3 l / Ist SF : 1,725 Lot SF : 2,429 Eff l'rBlt Stories : 1 2nd SF Heating : Forced BldgGrad : hghwyg Fireplace ; 3 3rd SF :. Roof 414gCgnd : Good Spa 4th SF view Wahz&c : Public Units : 1 BsmntSF : 704 WtFront : Sewer. :Sewer MeirgScan %S'nohamisk (WA) Owner ; Dean Dolores S R?SQ " : 04E -27N -05 ,SW Co.Owner APN : 5131000 062 00 Site Addr ; *No Site Addre9S* Struct Mail Addr : 18 Jalan Balau Damanoara Hts K L Malaysia Land : $200,00.0 Rec Date " :10/25/94 Deed Warranty TWO : $200,000. - Price : $210,000 Full, Loan LevyCd : 60211 Aud Fee # : 16 Ln Amt 1996 Tax Actual Use . ' : Lender Phone: Vest Type' : Married Persons I.ntTyp %Owned : 100 Bldg NameVolume : 5 Page: 38 ' Land Use ; 91000 Vacant,Undeveloped,Unused Land Easmnt Zoning : Rs-20000 ZoningRest NbrhdCode ,: 520 Census SubMat : Meadowdale Beach , Tract. ' Legal ; BLK 000 D=00 LOT 2 CTTY EDM SP Block Bedrooms Bldg SF LotAcre :.82 Year Blt' Bath F3H 1 J 1st SF ' Lot SF E/ ifflt " Stories 2nd SF Heating : B1dgGrad : Fireplace 3rd SF Roof BldgCond Spa 41h SF View WaterSrc :.Public Units BsmntSF WtFront : Sewer :Sewer Owner : Pearson Carl P & Polly RTSQ : 04B -2714, ' -05 -SW COOwner APN : 5.131000 062 01 Site Addr : *No Site Address* Strucf Mail Addr : 8227 229th St SW Edmonds Wa 98026 Land : $210,000 Rec Date Deed Tofal $210,000 Price Loan " Lev d : 00217 ' Aud Fee # Ln.4mt : 1996 Tax : $2,387.87: Actual Use : Lender Phone ' ' : 206475-0086 Vest Type IntTyp %" Owned Bldg Name Volume' : 5 Page: 38 Land Use : 91000 Vacant,Undeveloped,Unused Land Easmnt Zoning : Rs-20000 ZoningRest NbrhdCode :520 Census SublPlat : Meadowdale Beach Tract Legal : BLK 000 D-01 LOT 3 CrrY EDM SP Block Bedrooms Bldg SF LoiAcre ::78 Year Blt Bath F3H 1 I 1st SF Lot SF E�YrBtt Stories 2nd SF Heating : B1dgGrad Fireplace 3rd SF Roof BldgCond Spa 4th SF View 13'aterSrc .' :;Public Units BsmntSF Wtpront: Sewer• : Sewer, j fl 1 ft a TheltformattonProvldedlsDeemedRetiable Butis ottivaranteed. f ., . v..r...srw .. arrsysrciarM.rrr.:t rr niJ Owner : Iverson Donald C RTSQ : 04E •27N ' -05 -SW CoOwner APN : 5131600 064 00 Site Addr : *No Site Address* Struct Mail Addr : 2018150th PI SE Mill Creek Wa 98012 Land : $121,000 Rec Date : 12/00/7T Deed : Re Contract Total : $121,000 Price : $42,500 Loan LevyCd : 00217 Aud Fee # : Multi -Parcel Ln Amt : 1996 Tax : $1,375.87 Actual Use Lender Phone f 206-745-9370' Vest Type IntTyp % Owned Bldg Name - Volume : 5 Page:38 , Land Use : 91000 Vacant,Undeveloped,Unused Land Easmnt ' Zoning :Rs-20000 ZoningRest NbrhdCode - 520 Census Sub/Plat : Meadowdale Beach Tract Legal : BLK 000 D-00 - LOT 64 " Block Bedrooms Bldg SF ' LotAcre : 2.00 Year Blt Bath F3H L 1 lit SF Lot SF EffrBlt. Stories 2nd SF Heating : BldgGrad Fireplace 3rd SF : Roof B1dgCond ; : - Spa 4th SF View Wateift : Public Units BsmntSF WtFront : Sewer, '. :Sewer Owner : Lawson Cliff D RTSQ : 04E -27N -05 -SW COOwner APN :' 5131.000 06$ 00 Site Addr : 1622175th PI W Edmonds 98026 struct : $65,460 Mall Addr . : 1622175th PI W: Edmonds Wa 98026 . Land : $344,000 Rec Date Deed' - Total : $409,400 Price Loan LevyCd 00217 Aud Fee # Ln Amt :. 1996 Tax : $4,655.20 Actual Use Lender Phone : 206-743-2693 Vest 7,vpe Int7,p % Owned Bldg Name Volume ; 5 Page: 38 Land Use : 11101 Res,Sgl Family Res,Detached,l Unit Easmnt Zoning : Rs-20000 ZoningRest NbrhdCode :520 Census Sub/Plat : Meadowdale Beach Tract : 502.00 Legal : BLK 000 D-00 - TR 65 PLUS VAC ST Block : 2 Bedrooms : 3 Bldg SF : 1;566 LotAcre : 1.90 . .Year Bit, 1932 BathF3H :2 / l istSF :1,086- Lot SF ,:1,566 'E�YrBit. Stories : 1.5 2nd SF : 480 Heating : Forced BldgGrad ':Avg Fireplace :1 3rd SF Roof B1dgCond .:Good Spa 4th SFWaterSrc :Public Units : 1 BsmntSF WtFront : Sewer, ` . :. Sewer . ' � rz: M*6&an ISre0h;o Owner Hansen Donald H R7Q 04E, 727N: .08 -NW CoOwner APN. 5131060 089 01 Site Addr 16411,75th A W' Edmonds 98026 Struct $65 'goo MailAddr 16411 75th PI W Edmonds Wa 98026 Land $152,000 Rec Date Deed, t Total $217 900 Price Loan LevyCd 00217 AudFee # LnAmt 1996 Tax ActualUre Lender Phone 206-743-3695 Vest Type Inor, % Owned Bidg Name V61ume -5 Page: 38, Land Use 11101 ResSgI Family ResDetachedl Unit Ezmnt Zoning Rsw20000. Zo ningRe st ,NbihdCode' -520 census Sub/Plat Mea4owdale Beach Tract 502.00 Legal BLK 000 D-01 - TH PART LOT 89 & VAC. Block :2, Bedrooms :3, Bldg SF :1,614 LofAcre YearBIt -.193.61 Bath F311 2 Ist SF' :1,614 Lot SF 1976� Stories I 2nd:4F Reating: Base.brd BldgGrad. : Avg Fireplace 3rd SF Roof BldgCdnd Good, spa 4th SF View Water&rc Public Units Bxmnt&F Wront: S&er Sewer Owner Grier Douglas H/Deana M RTSQ :04B m27N -08 -NW CoOwner APN 080 02 SiteAddr 16431 75th PI W Edmonds 98026 Struct $197,500 Mail Addr : 16431 741h PI -W Edmonds Wa 98026 Land $280,000 Rec Date :12/06/94 Deed, Warranty Total $477,500 Price $550,000 Full Loan Conventional LevyCd :00217 Aud Fee # :121 LnAmt U95,0 00 1996 Tax : $5,429.56 Actual Use Lender Home Svgs,Of Am Phone :206-742-2774 Vest Type Married Persons IWTyp Adjustable %.Owned :106, - Bldg Name Volume :5 Page: 38 Land Use 11101 ResSgI Family ResDctachedl Unit Eas7nnt Zoning Rs-20000 Zonineest NbrhdCode 520 Census Sub/Plat Meadowdale Beach Tract .502.00 Legal BLK 000 D-02 - BEG NE COR TR 89 TH Block 2, Bedrooms :4 Bldg SF :3,942 Lot4cre YearBlf. :1979 Bath F311 I /1 /1 IstSF :2,105 Lot SF. 3 _942 WrAlt Stories I 2nd SF Heating;:Forced . � � BIdjGra4:, Good - Fireplace :3 3rd SF Raof BidgCond -.Good Spa 4th SF View WaterSr& :'Public-, Units 1 BsmntSF :1,837 Wront: Siwer Sewdr cs ^ �c'S } t aY E r t y ; {`i iy.it u }i .fir h ,+•.Y > t is s t'y 1.t, °t s f��x1t x. 1;fix f Zla`. asp �kYxr ✓, t4`A.. tl;(."'t TF4." t 7Sy-}� .�a;,}y �,n' y�ir}t i U 'a t` sp��Y d f4 x r t . � is u.. ...s +..._-aca?u>4^isswxvuu>a,msranw'.-aav: a�... , a'7w.�w,.wuwbCiiA'F6a�3Gt6k3aGtlil. .i2YG59a:>aC7�4'�:>�fiNY.Nt0.49YtialtMeu>rlrknx��+.eqa,nn�umex.+r+.».-.........:.,..... . Md roScan /Snohomish (WA) Owner : Meyer Jeffrey UMadalyn K RTSQ : 04E -27N -08 NW CW wner APN 5131.000 089'03 Slte Addr : 16429 75th P1 W Edmonds 98026 Struct $65,200 Mall Addr :: 16429 75th PI W Edmonds Wa 98026 Land ; $145,1200 Rec Date : 04/30/92 Deed : Warranty " Total f $210500 Price : $150,000 Full. Loan :Conventional LevyCd 00217 Aud Fee # .: 512 Multi Parcel . MAW : $142,500 1996 Tax $2,390.14 F- Actual Use : Lender Washington Fed Phone 206=742-1534 Yest.Type Married Persons IntTyp Fixed % Owned 100 Bldg Name ` Volume : 9 Page: 38 Land Use : 11101 Res,Sgl Family Res,Detached, l Unit Easmnt tu{ Zoning : Rs-20000 ZoningRest Uj N NbrhdCode- 520 Census to t+. SubMat : Meadowdale Beach Tiact 502.00 0 Legal : BLK 000 D-03 ALL TH PIN OF TRS 89 & Block .: 2 dc Bedrooms : 3 Bldg SF : 1,272 Loi4cre :: Year Bit : 1962 d Bath F3H :1 / / Ist SF : 1,272 Lot SF : 1,272 :E#YrBlt Stories : 1, 2nd SF Heating :;Forced .Bld&ad 2 Fireplace : 2 3rd SF Roof bldgCond : Good . 0 Spa 4th SF Kew Water&& :Public w Units : 1 Bsnm1SF WtFrant ; Sewer : Sewer '. W [IN U z Owner : Nelsen Donald E & Joyce RT�Q : 04E -27N -08 -NW CoOwner APN : 5131000 089 00.11 Site Addr : *No Site Address* Struct Mail Addr : 700 Elm St Edmonds Wa 98020 Land . : $152,000 Rec Date : 01/00/90 Deed-: Warranty Total : $152,000 Price : $152,000 Loan " LeiyCd : 00217 Aud Fee # Ln Amt:: 1996.. Tax : $1,728:36 Actual Use Lender Phone Vest Type IntTyp_ % Owned Bldg Name Volume 5 Page; 38 ' Land Use : 91000 Vacant,Undeveloped,Unused Land Easmnt Zoning :Rs-20000 ZoningRest. NbrhdCode :520 Census SubMat : Meadowdale Beach Tract . Legal : BLK 000 D-04 - El/2 N1/2 LOT 89 Block Bedrooms Bldg SF LotAcre :. Year Bit Bath F3H / / Ist SF Lot SF Ef iBlt Stories 2nd SF Heating : BidgGrad Fireplace 3rd SF Roof BtdgCond ' Spa 41h SF View eifer&c : .Public, Units BsmntSF WtFront : _ Sewer : Sewer 0 � 1 Metro&an l Snohomish WA) Owner , Goodrick W 1 Michael RTSQ :.04E' ;-27N -08°-NW COOwner APN 5131000a690.01 Site Addr : *No Site Address* Struct Mail Addr : 16508 76th Ave W Edmonds Wa 98026 Land : $100 Rec Date . Deed Total c $100 Price Loan - LevyCd 00217 Aud Fee # LnAmt ; 1996,. Tax : $1:14 Actual Use : Lender Phone :206-776-5000 Vest Type %' Owned Bldg Name Volume : 5 Page: 38; Land Use : 9100O .Vacant,Undeveloped,Unused Land Easmn,t Zoning : Rs-20000 ZoningRest ; NbrhdCode :520. Census Sub/Plat : Meadowdale Beach ?Pact Legal : BLK 000 D-01- TH FIN LT 90 DAF BEG Block Bedrooms Bldg SF &Mcre ' Year Bit Bath MH I l Ist SF Lot SF,:;EJjYrBlt Stories 2nd.SF Heating : B1dgGMd Fireplace 3rd SF Roof B1dgCond . Spa 4th SF View Water&c :Public Units BsmntSF Wthront : Sewer ' :Sewer, Owner : Lawson Orpha A RTSQ : 04E -27N -08 -NW CoOwner : APN'„ ": 5131000 090 02 Site Addr : 16404 76th Ave W Edmonds 98026 Struct : $50,900, Mail Addr : 1622175th PI W Edmonds Wa 98026, Land . $16%000. . Rec Date : 09100M Deed. Total $219,900 Price : $28,000 Loan LeiyCd : 0021.7 - Aud Fee # LnAmt 1996 Tax • : $2;504.44 Actual Use Lender': Phone.. ;206-743-2693 Vest Type IntTyp ib Owned Bldg Name Volume : 5 Page: 38 Land Use : 11101 Res,Sgl Family Res,Detached,l Unit Easznttt Zoning : Rs-20000 ZoningRest NbrhdCode :520 Census Sub/Plat : Meadowdale Beach Tract 502.00 ` Legal : ELK 000 D-02 - THAT MN LOT 90 LY Block : 2 Bedrooms : 4 Bldg SF : 1,800 LoUcre : Year Bit : 1952 BathF3H :1 I Il 1st SF :i906 .LotSF' :1,800- EffrBlt., Stories : 1 2nd SF Heating : Basebrd B1dgGr4d Fireplace : 1 3rd SF Roof B1dgCond :Good Spa 4th SF Vrew WaterSrc :Public Units ; 1 BsmntSF. 900 WtFront; Sewer :Sewer The lnjormadonProWdedIoDeemedAcUabte, But lsNotGuaranteed;r Y C�+} �` M',�:Pt- } yf C• f-; a .d x. �x `ar ,.+ '+,{�s t !r b.fvtit �+ r F �t ,i ? * a p�tr . s ,t y :-. .......:c.�v.....rs:e::V+,:xs,.�r.a'u<aew,.aa,n.cwvtw.cnu.e.;.«n:..—..1� ......a::.:..,.......ow Yw rax4aseirtlrlmalr+Ltd �n.^ss.^sa'-..,talrz��espsaarmaw+xsnv.Vr,...,,«.,,u•�w..w.::. y {F MeftScan /Srtohon ish (WA) Owner : Blattner Nicholas Et Ux RTSQ ; 04E 47N -08 NW CoOwner APN : 5131000 090 03 Site Addr : *No Site Address* Struct Mail Addr ;16420 76th W Edmonds Wa 98020 Land c $400 Rec Date Deed Total : $400 Price Loan LevyCd : 00217 Aud Fee # Ln Amt. ; 1996 Tax, : $4.55 Actual Use -; Lender Phone Vest Type, IntTyp ' 9' Owned Bldg Name. Volume : 5 Page: 38 Land Use: 91000 Vacant,Undeveloped,Unused Land Easmnt Zoning :Rs-20000 ZoningRest : NbrhdCode :520 Census Sub/Plat : Meadowdale Beach Tract Legal : BLK 000 D-03 - PIN TR 90 DAF BEG NE Block Bedrooms Bldg SF LoMere : Year Blt BathF3H " l / 1st SF 'Lot SF: ; EfjYrBlt Stories 2nd SF Pleating: BldgGrad Fireplace 3rd SF 'Roof, BldgCarid Spa 41hSF View Water&c :-Public Units BsmmSF WtFront r. Sewer : Sewer' Owner ; Suchert R E Dr Et Ux RTSQ : 04E -27N -08 -NW CoOwner. .: APN : 5131000 090 06 Site Addr : *No Site Address* ` S6wct Mail Addr : 54012th Ave N Edmonds Wa 98020 Land : $376,000 Rec Date Deed Total : $376,000 Price Loan LevyCd :00217, Aud Fee # Ln Amt 1996 Tax : $4,275.42 Actual Use : Lender Phone Vest Type IW7Tvp : % Owned Bldg Name Volume : 5 Page: 38 Land Use : 18301 Res,Non-Residential Structure Easmnt Zoning : Rs-20000 ZoningRest NbrhdCode :520 Census SubMat : Meadowdale Beach Tract Legal : BLK 000 D-06 - TH PTN TR 90 LY S OF Block Bedrooms Bldg. SF LotAcre : Year Bit Bath F3H I ! I st SF Lot SF : EJjYrBlt Stories 2nd SF Heating : BldgGrad " Fireplace 3rd SF Roof BldgCond Spa 4th SF new tVaterSre : Public Units BsmntSF WtFront : Sewer `: :` Saver a. F •i ��'}y MetraScars /Snoharnish (WA) Owner : Plastino Pakie.V RTSQ ;. :'04E . =27N =08 -NW' CoOivner APN ° ; 5131000 090 07 S#eAddr ; *No.Site'Address* Struct Mail Addr : PO Box 5015 Lynnwood Wa 98046 Land. : $165,000 Rec Date Deed Total : $165,000 Price Loan LevyCd . : 00217 . - . . Aud Fee # LnAmt 1996 Tax :'$1,876.18 Actual Use ; Lender`.: Phone Vest Type InfTyp % .Owned Bldg Name ; Volume : 5 Page: 38 Land Use : 91000 Vacant,Undeveloped,Unused Land Easnint Zoning : Rs-20000 ZoningRest NbrhdCode :520 Census Sub/Plat : Meadowdale Beach Tract , Legal :'BLK 000 D-07 - TH PIN TR 90 DAF BEG Block . Bedrooms ` Bldg SF LoUcre : Year Bit Bath F3H ! ! lit SF Lot SF EJjYrBlt Stories 2nd SF Heating : BldgGrad Fireplace 3rd SF Roof B1dgCond Spa 4th SF View WaterSrc :Public Units BsmntSF WIRront : Sewer :Sewer Owner : Sanderlin John D RTSQ : 04E , -27N -05 ' -SW CoOwner APN 5131060 002 00 Site Addr : *No Site Address* StrucM' Mail Addr : 16220 75th PI W Edmonds Wa 98026 Land : $15, T00 Rec Date : 09/00174 Deed : Re Contract Total : $15,700 Price : $15,000 Loan LevyCd : 00217. Aud Fee # : Multi -Parcel Ln Amt 1996 Tax t $178.52 Actual Use Lender- : Phone: : 206-743-9234 Vest Type IntTyp : % Owned Bldg Name _ Volume ; 5 Page: 38 Land Use : 91000 Vacant,Undeveloped,Unused Land ' Easmnt Zoning : Rs-20000 ZoningRest NbrhdCode :520 Census Sub/Plat : Meadowdale Beach ?iact- Legal : BLK 060 D-00 - S LOFT LOT 2 PLUS Block Bedrooms Bldg SF LaM 'cre : YearBlt Bath F3H ! 1 Ist SF Lot SF P EfJYrBlt Stories Znd SF Heating: B1dgCrrdd Fireplace 3rd SF Roof BldgCond Spa 4th SF New "lf'uterSrc : Public, Units BsmntSF WtFront : Sewer : Scmc .1 1 MeftScan l Snohontish TWA} Owner : Sanderlin John. RTSQ : 04E -27N -05 ;-SW, CoOwner APN : 5131060:004 00 Site Addr : 16220'75th P1 W Edmonds 98026 Struct : $45,000 . Mail Addr : 16220 75th PI W Edmonds Wa 98026 Land $239,300 Rec Date Deed Total : $284,300 Price Loan . LevyCd : 00217 , Aud Fee # Ln'Amt 1996 Tax > : $3,23.2.72 Actual Use Lender' ; Phone :206 743-9234 Vest Type IntTjp %: Owned Bldg Name Volume :5 Page;: 38 Land Use : 11101 Res,Sgl familyRes,Detached,l Unit Eastnnt Zoning : Rs-20000 ZoningRest NbrhdCode :520 Census SubMat : Meadowdale Beach, Tract : 502.00 Legal ; BLK:060 D-00 - TR 4 PLUS VAC Block : 1 Bedrooms : 3 Bldg SF : 1,872 LoWre ; Year Bit : 1916 Bath F3H : 1 t /i I Ist SF = ` : 1,026 Lot SF : 1,872 EorBlt : 1945 . Stories : I _I I2nd SF Heating : Basebrd 014gGrad ..Low Fireplace 3rd SF I Roof :. BldgCond ; Good Spa 41h SF New . R!aterSrc :Public Units . 1 BsmntSP " : 846 _ WtFront : Sewer : Sewer Owner : Miller Clyde A &Janice L RTSQ : 64B -27N -05 -SW ` CoOwner APN : 5131060 605 00 Site Addr : 16310 75th PI W Edmonds 98026 Struct : $200,700 Mail Addr : 16310 75th PI W Edmonds Wa 98026 Land :"$272,000 Rec Date : 04/00/89 Deed : Warranty Total : $472,700 Price : $93,000 Loan LevyCd . : 00217 Aud Fee # Ln Amt : 1096 flax : $5,374M Actual Use Lender Phone. : 206-742-1614 Vest Type IWt vp % Owned Bldg Name Volume : 5 Page: 38 Land Use : 11101 Res,Sgi Family Res,Detached, I Unit F,asmnt. Zoning :Rs-20000 ZoningRest NbrhdCode :520 Census Sub/Plat : Meadowdale Beach Tract : 502.00 :. Legal : BLK 060 D-00 -LOTS 5 & 6 PLUS VAC Block : 1 Bedrooms : 3 Bldg SF : 3,744 LotAcre :.51 Year Blt : 199.0 BathF3H :2 ! /1 1st SF :2,151 Lot SF ;3,744 E#I'rBlt Stories : 2 2nd SF : 576 Heating: Forced' B.ldgGrad : Good Fireplace : 1 3rd SF Roof BldgCond .:Good Spa : 4th SF View WaterSrc ; Public Units : i BsmntSF : 11017 . ' WtFront : ,: Sewer :Sewer tlq xri 7x�i✓W f F�� Alf x ist d'-r r't1 �� Y� Cb .+f.1! l_ Mf '�Ptt �.S wX � fi: a i MetroScan /Snohomish (WA) Owner :Ashby Mary F " RTSQ {, : 04E -27N 05 -SW CoOwner APN . 5131060 007 00'' Site Addr : 16320 75th P1 W Edmonds 98,026 Struct : $212,500 Mall Addr : 16320 75th PI W Edmonds. Wa 98026 Land : $2?2,000 Rec Date : 06/09/94 Deed : ,Quit Claim Total $484,500 _ Price Loan Lev) Cd : 00217 Aud Fee # : 102 in Amt 1996 Pax : $5,509.15 Actual Use Lender Phone Vest Type Intl) p % Owned 100 Bidg Name Volume' : 5. Page: 38 G Land Use ; 11101 Res,Sgl Family Res,Detached, l Unit Eumnt w4 Zoning : Rs-20000 ZoningRest { jE VbrhdCode : 520 Censusz. u SublPlat : Meadowdate Beach Tract : 502.00 i C Legal : BLK060 D-00 - LOTS 7 & 8.AND THAT Block 1 Bedrooms , . 3 Bldg SF : `3,348 ' LotAcre :.66 Year Bit' Bath M : 2 /1 /1 1st SF : 2,012 Lot SF 3,348 EffYrBlt ; UA Stories : 1 2nd SF Seating Forced BldggPwd : Good Fireplace : 1 3rd SF Roof BtdgCand :Good O� Spa :Yes 41h SF View Water&c :Public R t" Units : 1 BsmntSF : 1,336 Miont : Sewer :Sewer i �( Owner : Nelson Karen S RTSQ 04E -27N -05 -SW COOwner . APN ` : 5131060,009 00 SiteAddr : 16330 75th PI W Edmonds 98026, Siruct : $60,100 Mail Addr : 16330 75th PI W Edmonds Wa 98026 Land' : $224,000 Rec Date ; 03/15/94 Deed : Quit Claim Total : $284,106 Price Loan LevyGd ::0021? Aud Fee # : 1095 Ln Amt : 1996 Tax :; $3,230.44 Actual Use Lender Phone: ' Vest Type IntTyp % Owned : 100 Bldg Name Volume : 5 Page: 38, Land Use : 11101 Res,Sgl Family Res,Detached,l Unit Easmnt Zoning : Rs-20000 $oningRest NbrhdCode :520 Census Sub/Plat : Meadowdale Beach Tract 502.00' Legal : BLK 060 D-00 - TR 9 PLUS VAC Block : 1 Bedrooms : 3 Bldg SF -1,568 LafAcre : Year. Bit ` : 1957 Bath F3H : 1 / /1 ist SF : 896 Lot SF :1,568 Ef)TrWt :.: 1975 Stories : I 2nd SF Heating :Forced BidgGrad , : Avg Fireplace :,1 3rd SF Roof BidgCond : Good Spa 4th SF View WaterSrc . : Public, Units : 1 BsmntSF . 672 Mront : Sewer . _ : Sewer .II 0 � �> °� '�l�.�z x .�,r sad L x -�,`r ,n. � . t .,� � %y i• ..: �� t -. MetroScarn /Snohomish (WA)' Owner : Gogut Gordon L1Novleen RM 04E -27N -05 -SW CoOwner - APN : 5131060 010 00 Site Addr : 16406 75th PI W Edmonds 98026 Struct ; $257,700 Mall Addr : 16605 52nd Ave NW Stanwood Wa 98292 Land : $224,000 Rec Date :02/24/93, : Deed : Quit Claim Total : $481,700 I?; Price Loan : Conventional LevyCd : 00217 'A ud Fee # : 166 LnAmt; : $444,000 1996; Tax : $5,477.31 Actual Use Lender : Continental Svgs Phone. : 360=652-0128 Pest Type : Married Persons IntTyp ;Adjustable % Owned, : 166 1 Bldg Name Volume 5 Page: 38 '- Land Use : 11101 Res,Sgl Family Res,Detached,l Unit Easnint Zoning : Rs-20000 Zoni#oest ; NbrhdCode :520 Census ., Sub/Plat : Meadowdale Beach Tract, 502.00 Legal : BLK 060 D-00 - TR 10 PLUS S VAC Block : 2 Bedrooms : 3 Bldg SF : 3,584 LoMcre `.28 Year Bit ' : 1992 Bath F311 ; 3"' J J1 Ist SF : 1,304 Lot SF : 3,584 E,�I'rBlt. Stories : 2 2nd SF : 976 Heating :Forced `' B1dgGrad : Vy Good, Fireplace : 2 3rd SF Roof BldgCand ` :Good Spa 41h SF Vrew K!aterSrc :Public Units : 1" .' BsmntSF : 1,304 - WlFront: Sewer : Sewer Owner : Lawson Cliff D RTSQ : 04E . -27N -47 -NE CoOwneY APN: ; 5131097 00100 Site Addr : *No Site Address* Struct Mail Addr : 1622175th P1 W Edmonds Wa 98026 : Land : : $64,000 Rec Date : 09100J73 Deed : Misc Total : $64,000 Price : $4,100 Loan LevyCd ; 00217 Aud Fee # Ln Amt 1996 'Tax $727.73: Actual Use : Lender Phone :206-743-2693 Vest Type IntTyp % Owned Bldg Name Volume : 5 Page: 38 Land Use : 91000 Vacant,Undeveloped,Unused Land Easmnt Zoning : Rs 20000 ZoningRest : NbrhdCode :520 Census Sub/Plat :MeadowdaleBeach TYdct'" Legal : BLK 097 D-00 - LOT 1 PLUS VAC RD Block:' Bedrooms Bldg SF - Lot4cre : Year -Bit BathF3H J J 1st SF Lot SF EJ%YrBlt Stories 2nd SF Heating : B1dgGrad Fireplace 3rd SF Roof BldgCond Spa 4th SF View WaterSrc ; ' :Public . Units BsmntSF WIRront: Sewer :Sewer :we&oScqn1S Owner : Canstrnclion Lieh/Ciedit Services Ind'z 04E !.;.27N, m07 NB' CoOwner APN-- 513t007.002 01 SiteAddr *NoSite Addrem* S ftct kfallAddr P10,Box 5075 Lynnwood Wa 98,046, Land. $15'0 00 Rec bate :05/17/93 Died, Warranty., Total -I..' "$75 000, Price: :$240, 000 , Full ] Loan, x6ir�entionA telv'Cd.i . A0217 Audlike k :831 Multi -Parcel LnAmf :$180,000 1996 T= Actual Use: LiMiscel laleaes Phone` ' Vest Type ::"Corporation Int7)pFixed Owned0' 3 Bldg Name .5 'Pqge: 38 Land Use 91000 VacantUndegel ][.and Zoning Rs26000:' ZoningRest ArhdCode 520 Census SublPlat. Meadowdale Beach 'Dct Legal BLK097.D-0l,-LOT 2 &NI/2 LOT 3 Bedrooms ' -Bldg SF LotAcre Year Bit Bath F3H ht SF' Lot SF E Stories, JndSk Aeating' BlidgGMd Fireplace 3rd SF, Roof BldgCond Spa 4th SF: View W ater rc Units BismniSF 'WiAiont:'-. Sewer L j nProvidedliDeamedRoUableButhNotr5 am The W ti�4 I-0011--do . .. ... . . M.E T R O S C A N Reference Farm, Snohomish"'(WA} Owner Address Phoae. Ref :Number Ashby Mary:,F 16320 75th P1'W.Edmonds: 98026. - --- - -- 23- Bakken Betty J : ..7302.164th Pl SW: Edmonds 98026 206-743-5013 1, Blattner N cholas.Et:Ux *No Site Address*' 17 Construction LienCredit Se No Site Address* 27 Dean Dolores S *No`Site:Address* 7. Edwards Jonathan 7317`164th Pl SW Edmonds. 48026 { 206-792-1`190 3,", Fong Tommy'- 7406 164th.P1 SW Edmonds 98026 206-542-700'0 5 Gogert Gordon'=L;Novleen 16406'75th PI;W-Edmonds 98026: 360=65270128` 25 Goodrick W:`I Michael *No Site Address* 206=776-5000 15 Gough John T Or DorisE *No Site Address* 206-522-3820 2" Grier Douglas H;Deana M 16431 75th P1 W Edmonds 98026 206-742-27.74 . 12." Hansen Donald"H - 16411.75th Pl W Edmonds;98026 206-793-3695 11;- Iverson Donald C *No Site Address* 206-745-9370 9 Jones Andrea M 7320 164th .Pl SW.Edmonds 98026 4 . Lawson Cliff D *No Site Address* 206-7.43=2693' 26 Lawson Cliff D" 16221:75th-Pl W Edmonds 98026 206-743=2693 10 Lawson orpha A 16404 76th Ave W:Edmonds 98026 266-743-2693 16,., Meyer Jeffrey,L,Madalyn;K 16429.75th Pl W Edmonds`,98026 206-792-1539 13 Miller Clyde A;Janice L 16310 75th P1 W Edmonds-98026 206-742-1614 22. Nelsen Donald•EJoyce .`.; *No Site'Address* "W 14 Nelson Karen S 16330 75th Pl Edmonds 98026'' 24" Pearson.Carl PtPolly *No'Site'Address* 206-775-0086 8. Plastino Pakie V : *No Site•Address-* 19 Sanderlin,John 16220 75th.Pl W Edmonds,98026: 206-743-9234 21 Sanderlin John D *No Site Address*'-. 206-743-9234 120 Suchert R E Dr Et Ux *No Site;Address*; 18". Walters Gerald.A;Paula N 7314 164th,Pl SW Edmonds 98626 = 206-743-4251 6 The InformatSon Provided Is Deemed Reliab2e, But.2s-Not Guaranteed ' { • iY