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23525 74TH AVE W.PDF111111111111 5905 23525 74TH AVE W ADDRESS:o�.-3:tQ.5 --14-�fi Cuv'-e- tx--) TAX ACCOUNTIPARCEL NUMBER: �9 70 q 3aco ra- cc4co BUILDING PERMIT (NEW STRUCTURE): - 04- N�-� COVENANTS (RECORDED) -CRITICALAREAS: DETERMINATION: F] Conditional Waiver xStudy Required F] Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED PERMITS (OTHER) ,26 O-q-6 U PLANNING DATA CHECKLIST DA SCALED PLOT PLAN DATED: SEWER LID FEE SHORT PLAT FILE: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DA' LID #: LOT: BLOCK: "I 0-L LATEMP\DSrs\Fomis\Street File Checklist.doc RECEIVED CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAMEMAME OF BUSINESS - 5 0 r% MAILING ADDRESS t� A 35�� 5- - 7� - 8 'd4i \A/ CITY ZIP TELEPHONE C A NAME ADDRESS CITY ZIP I TELEPHONE NAME CBL#, 1�1a'v - - C T CJ 10 Y'\ ADDRESS 1 14900 Qes� LlIK. &oojw'yN CITY ZIP I TELEPHONE slqpwoot)l 25a9AINO-659-L/l STATE �ENSE NUMBER ) ErPIRATION DATE L CHECKED I* iscsi(-�rnt)-2 Z/oLp I �xo �X ACCOUNT PARCEL NO. o Q 0 0 NEW RESIDENTIAL PLUMBING MECH ADDITION 60MMERCIAL COMPLIANCE 08 CHANGE OF USE REMODEL MULTIFAMILY SIG N eREPAIR _j GRADING FENCE CYDS (' - , . X FT) DEMOLISH TANK OTHER GARAGE RETAINING WALL FIRE SPRINKLER ALARM CARPORT ROCKERY ...... F RE (TYPE OF USE43WINESS OR�ACTIVITY) EXPLAIN: NUMBER,Er N 8 ;)W -" I LIM ER OF OF DWELLING TO UNITS DESCRIBE WORK TO BE DONE PERMIT EXPIRES USE PERMIT ZONE �V . NUMBER JOB ADDRESS AD��7 UIT�E/A) awe . 7 PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. CID FEE S PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP Approved RW Permit Requ:red street use Penn t Req'd EXISTING - PROPOSED Inspection Required 13 Sidewalk Required 13 REQUIRED DEDICATION- FT Underground Wiring required 13 METER SIZE LINE SIZE OF FIXTURES PRV REQUIRED YES b NO E3 REMARKS z OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE z Lu ENGINEERING REVIEWED BY DATE FIRE REVIEWED BY DATE rL VARIANCE OR CLI 11§HnRF=1 ItiETIR ADB# INSPECTION BOND op REO JOYES & POSTED I S SEPA REVIEW SIGN AREA HEIGHT COMPLETE EXEMPT ALLOWED PROPOSED ALLOWED � PROPOSED, , x - /Va C a-%2f EXP LOT COVERAGE REQUIRED SETBACKS (FT) PROPOSED SETBACKS (Fr.) ALLOWED PROPOSED :14v FRONT SIDE REAR A/0 FRONT UR SIDE REAR (,641� (4sz,-,f f IVP (Aqq,� If Z3 z PA�RKING LOT AREA P AEVIEWFD j3Y DATE / . 5 REO'D PROVIDED. I 1/47/0y REMARKS 0(el'of I cot 1(f CA ( f 'J(?r—_fq 44 A-r fd 7-4,5 Aro�"ft� V, CHECKED BY TYPE OF CONSTRUCTION CRITICAL yo AREAS, SPECIAL INSPE;TION AREA NUMBER REQUIREDg YES REMARKS PROGRESS INSPECTIONS PER UBC108/ CODE OCCUPANT GROUP OCCUPANT LOAD z /IRC,109 FINALINSPECT10N RE01D g O��A ra POL"'r- eo^c_re-�-f �jdtnir Ins-616y1v iI0 t k VALUATION C1 $ '(YI besdription FEE Description FEE J5! Plan Check -7 State Surcharge4, C�b HEAT SOURCE GLAZING LOT SLOPE % Building Permit City Surcharge PLAN CHE CK NO: FIV VESTED DATE Plumbing Base Fee Mechanical I THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO Grading I= a :3 t: 2 W BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVIEWAYS"PiXMDEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT APPLICATION: ISODAYS PERMIT LIMM I YEAR - PROVIDED WORK IS STARTED WITHIN ISO DAYS SEE BACK OF PINK PERMIT FOR MORE INFORMATION Engr. Review Engr.' Inspection *APPLICANT. ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESORS Fire Review Plan Chk. Deposit'7U7 2 0 x IN INTEREiT,' AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT ISSUANCE OF THIS PERMIT SHALL NOT BE DEEMED TO MODIF� WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE NOR LIMIT IN ANY WAY THE CITY$ ABILITY TO ENFORCE ANY ORDINANCE PROVISION., Fire Inspection Receipt # -7/ Landscapelnsp. 1 1 Total Amt, Due 44 7 r -1i Recording Fee Receipt # e_ I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT, AND THAT I Am THE OWNER, OR.THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE To COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEWSICZM�ENSATION INSURANCE AND .. RCW 18.27. CALL FOR INSPECTION 1A0 %1125 771-02201// This application is not a permit until.signed by the Building Official or hit/her Deputy: and Fees are paid. and receipt Is acknowledged In space provided. OFFICIALS TUR DATE A -_' WDAT SIGNATUR OWNE OR AGE" IS DATE SIGNED. epl -. 17) _Loolf FiEL A By A ENTION Off 1333 ITIS UNLAWFULTO USE OR OCCUPYABUILDING OR STRUCTURE UNTILAFINAL A INSPECTION HAS BEEN MADE AND APPROVALOR A CERTIFICATE QF,,OCCU- C W INSPECTOI& PANCY HAS BEEN GRANTED. UBC109/IBC110/IRC110. ORIGINAL -FILE YELL , PINK -OWNER GOLD -ASSESSOR 09/03 PRESS HARD -YOU ARE MAKING 4 COPIES CA File No: Oq — 1 7_3 Critical Areas Chec.klist Site Information (soils/ topography/ hydrology/ vegetation) 1. Site Address/Location: a3!�35"-944&LW-., �,AmonLzYA. — L3VT 2>0�1 - I -V1,!j'eA 2. Property Tax Account Number: __Q'j0.43AQ0, OoLtOO 3. Approximate Site Size (acres or square feet): 0 ct c irt5 4.. Is this site currentlydeveloped? Zyes; no. if yes; how is site developed?. �N 0 V-K 0- 5. , Describe the general site topography. Check all that apply. Flat: , less than 5-feet elevation change over entire site. Rolling: slopes on site, generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than. 30% (a vertical rise of 10-feet 1p"Irt, Z, 1^10 over a horizontal distance of 33 to 66-feet)--'�. 7 -�rl i IV er" 46 Steep: grades of greater than 30% present eLer la distance of less than 33-feet). Other (please describe): LCkKe �r,),A p r-O eo_tI3 1.4 1 to 6. Site contains areas of year-round standing water: Approx. . Depth: 7. Site contains areas of seasonal standing water: Approx. Depth: What season(s) of the year? 8. . Site is in the floodway — floodplain of a water course. 9. Site contains a, creek or, an area where water flows across the grounds surface? Flows are year-round? Flows are seasonal? (What time of year? Y 10. Site is primarily- forested meadow ;shrubs mixed ur an sca ed awn s s etc 11. Obvious wetland is present on site: —For Ci Staff Use Only 1. Plan Check Number if applicable? 5 2. Site is Zoned? 3. SCS, mapped soil type(s)?11#e 6 A-1der,,load Urta, Co^o%44,,K,1 q' ro 010 4. �fitical Areas inve tory orC A.,map indicates Critical Area onsi�0. "e '0 -f fe-r) fd 6L� W'ildfrfZ /LaKe 6t1h4erT x 54(el.-t 6AV,-QA,,�1 (d 0 5. Site within designated earth subsidence landslide hazard area? z/vo, DETERMINATION STUDY REQUIRED WAIVER Reviewed by- 1(aw &Al Date: Critical Areas Checklist.doc/4.22.2003 City oftd'monds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations.of the site or data available at Critical areas inventories, maps, or soil CNAAENT BUILDING EfNff knni omnki nin x W,41 , mnOgAkY Date RecdWd-. !111-1 f4 9 .4 � F F City Receipt#: . Critical Areas File #: Critical Areas Checklist Fee: $135.00 Date Mailed to Applicant: A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist,make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing.their preliminary assessment of the site. The undersigned applicant, ZU'Fi=er/its heir—s,—a—n=assigns, in consideration on the processing of the application agrees to release, inde'nghnify,. 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 part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the, best of my knowledge and that I am authorized to file this application on the behalf of the owner as listed below. SiGNATuRE OF APPLICANT/AGEN,r ca-0, DATE --S-Q� - I rl ;)L 00 44 V Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the,subject property for the purposes of inspection and posting attendant to this application. SIGNATURE OF OWNER DATE 14, PLEASE PRINT CLEARLY Owner/Applicant: Applicant Representative: 0,ky, 9, Eason, Name Z,57- v7 Aws \A/ Street Address Lip, Ct 00 0 1;1 G city State zip Telephone: 14 A5�- 614 0 -, 1��9 6 9 Email address (optional): Name Street Address city State Zip Telephone: Email Address (optional): Critical Areas Checklist.doc/4.22.20 03 CITY OF EDMONDS CRITICAL AREAS DETERMINATION Site Location: 23525 74" Ave. W. Tax Acct. Number: 27043200200400 Determination: Study Required Determination #: CA-04-123 Applicant: John R. Eason Owner: John R. Eason CRITICAL AREAS DETERMINATION: STUDY REQUIRED During review and inspection of the subject site, it was found that the site is adjacent to Lake Ballinger, which is designated a Wetland and a Fish & Wildlife Habitat Conservation Area critical area pursuant to Chapter 20.15B of the Edmonds Community Development Code (ECDC). STUDY REQUIREMENT — WETILAND Based on the above finding, a Critical Areas Study is required to determine the class of the wetland and locate the wetland on the property. Wetland Classification and Delineation: A critical areas consultant shall perform the following: o Classification of the wetland pursuant to the criteria established in ECDC Section 20.15B.060(A)(5). o Defineate the boundaries of the wetland on the site. o State any mitigating measures appropriate to preserving and protecting the wetland. This part of the study shall be performed as a three party contract with the City selecting the consultant and the property owner or applicant paying the fees. When you are ready to proceed, please contact a Planner. Wetland Mapping: After the critical areas consultant has classified the wetland and delineated the wetland boundary, a surveyor licensed by the State of Washington must perform the following: o Survey and map the wetland, the buffer and the building setback (refer to ECDC 20.15B. 130. (C) for the required buffer widths). In order to complete this Study Requirement, this map must be submitted to the Planning Division for review and approval. DEVELOPMENT PROPOSALS ON A SITE WITH A WETLAND Development proposals that encroach into the wetland buffers or building setbacks may be allowed through the approval of certain processes. The specific process depends on the individual site and development proposal but may include Buffer Averaging, Wetland Replacement Ratios, a Critical Areas Variance, and/or a Critical Areas Variance or Reasonable Use Exception. If you think that you have a proposal that may require one of these processes, please contact a Planner for more information. STUDY REQUIREMENT — WILDLIFE HABITAT Since the sight is within a fish and wildlife habitat conservation area, this portion of the critical areas study requires you to contact the State Department of Fisheries and Wildlife. The City I d I efers administration and e0orcement of fish and wildlife habitat A protection measures to the appropriate state or federal agency responsible for administering said protection measures. Approval of any building permits for this site shall be subject to the requirements of the State Department of Fish and Wildlife. DEVELOPMENT PROPOSALS ON A SITE WITH WILDLIFE HABITAT The applicant must show written evidence of compliance with the requirements of the Washington State Department of Fish and Wildlife prior to or with the submittal of any building permits or other development permits for this site. Your contact at the Department of Fish & Wildlife is: Julie Stofel, Endangered Species Biologist 16018 Mill Creek Blvd. Mill Creek, WA 98012 425.379.2301 Ms. Stofel will need to see a site plan with proposed actions, and may require other information. SEPA may be required with a building permit submittal at the discretion of the Washington State Department of Fish and Wildlife or the City of Edmonds. PROJECT SPECIFIC CONDITIONAL WAIVERS If the property owner wishes to apply for a specific development permit which they feel would not impact the Critical Areas located on the site, they may submit their proposal to the Planning Department for review. If the Planning Department finds that the proposed development permit will not adversely impact a Critical Area or its buffers, a conditional waiver may be issued on a project by project basis. EXEMPT DEVELOPMENT PROPOSALS Certain development proposals may be exempt from Critical Areas Requirements (ECDC 20.15B.040). If you think that a specific development proposal may be exempt, contact a Planner for more information. (�M Name Signature/i Date c3 Cited sections of the Edmonds Community Development Code (ECDC) can be found on the City of Edmonds website at www.ci.edmonds.wa.us. 2 0 0 City of Edmonds Critical Areas Determination Project Specific Waiver of Study Requirement Applicant: I John R. Eason -1 Determination #: I CA-04-123 I Project Name: I Eason Foundation Repair I Permit Number: I PC-04A37 I Site Location: 1 2352574 th Ave. W. Property Tax Acct M 1 27043200200400 Project Description: Foundation repair to relevel house using helical pin pile anchors and undercuts with concrete backfill. Includes replacement of concrete floor in basement. Waiver Criteria (all criteria must be found to apply): X There will be no alteration of the Critical Area or its required buffers; X The development proposal will not impact the Critical Area in a manner contrary to the goals, purposes, objectives and requirements of the Critical Areas ordinance; X The development proposal meets the minimum standards of the Critical Areas ordinance; X The above findings are based on the following conditions of approval: 1. This conditional waiver is only for the foundation repair as described in the HWA Geosciences Inc. Geotechnical Report dated April 19, 2004 on file at the City of Edmonds. 2. A building permit is required for all work. Based on the above findings and conditions, the requirement for a Critical Areas Study associated with this development permit is hereby Waived, as authorized by Chapter 20.15B.040 (A) of the Edmonds Community Development Code. Ross C. Beckley �4 &W September 27, 2004 Name Signature / Date SINGLE-FAMILY RESIDENTIAL SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION Project Location: 2352574 1h Avenue West Applicant: John R. Eason Project Description: Foundation repair to relevel house using helical pin pile anchors and undercuts with concrete backfill. Includes replacement of concrete floor in basement. See Attached: HWA Geosciences Inc. Geotechincal Report dated April 19, 2004 Plan Check Number: PC-04-043 7 Date Issued: September 27, 2004 SEPA Determination: Exempt Issued by: Ross Beckley, Planner The above project has been determined to be- t '+quirement to obtain a Shoreline exemp from ere ,.Substantial Development Permit under WAC 173-27-040(2)(b), which states: Normal maintenance or repair of existing structures or developments, including damage by accident, fire or elements. "Normal maintenance" includes those usual acts to prevent a decline, lapse, or cessation from a lawftilly established condition. "Normal repair" means to restore a development to a state comparable to its original condition, including but not limited to its size, shape, configuration, location and external appearance, within a reasonable period after decay or partial destruction, except where repair causes substantial adverse effects to shoreline resource or environment. Replacement of a structure or development may be authorized as repair where such replacement is the common method of repair for the type of structure or development and the replacement structure or development is comparable to the original structure or development including but not limited to its size, shape, configuration, location and external appearance and the replacement does not cause substantial adverse effects to shoreline resources or environment; This exemption is not being sent to the Department of Ecology because it appears to City staff that it is not subject to U.S. Army Corps of Engineers section 10 permit under the Rivers and Harbors Act of 1899 (the provisions of section 10 of the Rivers and Harbors Act generally apply to any project occurring on or over navigable waters. Specific applicability information should be obtained from the Corps of Engineers.) Nor does the project appear to City staff to require a section 404 permit under the Federal Water Pollution Control Act of 1972. (The provisions of section 404 of the Federal Water Pollution Control Act generally apply to any project which may involve discharge of dredge or fill material to any water or wetland area. Specific applicability information should be obtained from the Corps of Engineers.) Robert Fritzen, Shoreline Planner with the Department of Ecology, has advised us that per WAC 173-27-050, no letter is required to be sent to Department of Ecology. While this letter provides an exemption from the need to obtain a Shoreline Substantial Development Permit from the City of Edmonds, it does not evaluate whether other State and Federal approvals are required and leaves that responsibility to the applicants. cc: Street file for 23525 74h Avenue West Shoreline Permit Exemption File Page 2 of 2 i(A sa M Aj W tv tv MI K ft 40- "..Wp tv T- VA P NOTICE- NO WPARANTY OF ACCURACY The Information rh,-xn c'I tbe Cached map was compiled for use by the City of Edmcr',�' ann consultants. 7he City of Edmonds does not warrar'l t: t v,,'Nni sct forth on the map. Any person or entity sh-: conduct itn Independent Inq*y reg a -ding the Inicio, J� en th'T' map, Including, but not Bralied to, the location ct rx.� StUb m.j riot cmicst al shc.�t�,, Such sewer stubs may or may not e)dst and may or r thr lozZuromi shown, Nelthiir,the-.Cl-�y of Edmonds ncr its o;,ip:oy,.,cS or cff:cz s sha� be liable for the Inforivelon given on this mao, aw for any ors ,�,Nitalicn provided based upoi i said, map 40*1 M q �77 404ftw ro"'- M 0 M E3 C11 z 0 M > 6j 0 Cl) r4 J, In 090 �10 Ir 000 22�1 1;z1 rA k5 I I �1. . , NO P�F- NO W�- �!�ANW O'� -1 �, 1 - I - - i177 map' ' :Ll -, compiled foi, u!,P. by the Cit� c! 1— ano consultants. The City of Edmonds does noi w�*;*T-- A anything set forth on the map. Any parson or entity y should conduct an Independeni kqlft mprding the Into, cn ,u Me map, Includingilut ra Imbd 2% W k"on of se-v.,J Zub shown, Such sewer stubs may wxWgg @Ast And mayor ay n eyj t at. f 0 tf, I- s`�,.,;a, Neither the Cl�i d Fdrnonds nor fte Oloyee di . I � -.1 , v C A7 t:-- i-'� ncTfcr nY M 0 0 N N 0 m U) !'N 0 M IN VI W p p HWAGEOSCIENCES INC. U Geoteclmical higincerhig - 1-h!dro"colo gy - Gcocil 1-iroll 111('111111 SCI-ViCCS - 1I1SPC(_Ii011 & TCSI`.hl� April 19, 2 0 04 HWA Project No. 2004-035-21 Mr. John Eason 2352574 1h Avenue West Edmonds, Washington 98026 Subject RECIEIVED SEP 17 2004 PERMIT COUNTEII Z' VY/ Residence Underpinning 1h CC, 23525 74 Avenue West, Edmonds, Washin-to� t5 n Dear Mr. Eason; GEOTECHNICA,L REPORT This report presents the results of a geotechnical investigation, undertaken to determine the cause of settlement noted along your residence and to provide recommendations for stabilization of the residence at 23525 74'h Avenue West in Edmonds, Washington (Figure 1). The purpose of this investigation is to determine the subsurface conditions in the vicinity of the house foundations, the magnitude of settlement taken place, and to make recommendations f6r underpinning and releveling the house using AB Chance helical piles. Our work included: a site reconnaissance; surface elevation measurements across the living room, basement, and across the yard; subsurface explorations; and engineering analyses to develop our results and conclusions. PROJECT DESCRIPTION We understand that settlement has been observed by you and your wife since the time you purchased the house and that recently, increasing settlement and associated damage has been observed. The damage we documented included wall cracks above windows and in comers, slab cracking in the basement and garage, cracks in the fireplace chimney bricks, doors and windows that are hard to open (jammed shut by settlement), and cracking in the foun6tions. The settlement appears to be minimal or non-existent on the west and becomes more pronounced toward the east. It is our understanding that you have contacted several contractors and have decided to use Davis Construction who will use AB Chance Helical anchors. Therefore, we have not looked into other underpinning techniques. It is our understanding that when you purchased the house several years ago that it had about 2 inches of differential settlement from west to east. There had been some remodeling done while the house was in that condition. Recently, perhaps within the past 19730 - 64th Avenue W. year, you have seen signs of additional cracking and movement and the Suite 200 house is about I inch farther out of level now. Lynnwood, WA 98036.5957 PPROVED By PLANNING 1 (2_kL � `11,1710 Tel: 425.774.0106 Fax: 425.774.2714 www1wageosciences.com April 19, 2004 HWA Project No. 20040' ) 5-21 SITE DESCRIPTION AND OBSERVATIONS The residence is located on the east side of 74 h Avenue West, approximately 1') 8 feet west of the shoreline of Lake Ballinger (Figures I & 2). Residential lots border the north and south of the property. The yard slopes eastward towards the lake and the house sits approximately 15 to 20 feet above the water level of the lake. Based on conversations with Mrs. Eason, we understand that a sawmill used to occupy the property. The uprooted stump of a large tree along your southern property line was observed. The presence of old, burned wood was noted under the tree and intermingled in the roots. Additionally, burned wood and organic matter was observed in the loose fill below your house foundations in our borings. SURVEY READINGS ACROSS INSIDE OF HOUSE In order to assess the magnitude of settlement, survey readings were performed across the length of the inside of your house, both upstairs.across the living room and in the basement below the kitchen area, to the south of the bottom of the stairs. The readings were performed using a laser level set on a rigid surface (tables, cabinets, etc.) while readings were obtained along a straight line across the house using a survey rod and adjustable laser eye. The results are shown on Figure 3 and show that the magnitude of total settlement across the house is practically the same upstairs and in the basement. The total difference between the west wall and east wall of the house is 0.29 feet upstairs and 032 feet in the basement, with the settlement increasing towards the east.. From Figure 3, it appears that settlement in the basement is minimal in the -western 15 feet of the house and increases nearly linearly from there to the east wafl. The upstairs appears to have minimal settlement in the western 5 feet and then to increase linearly toward the east. SUBSURFACE EXPLORATIONS The site was explored by means of 3 ) hand holes (designated HH- I through HH-3) and one Dynamic Cone Penetrometer hole (designated DCP-4), the locations of which are shown in Figure 2. DCP tests were also performed in the hand holes. The DCP consists of a 17.5- pound hammer, free -falling 20 inches, which drives a 0.78-inch diameter, 600 cone into the soil. The connecting rods above the tip have a diameter of 0.63-inch. A measurement rod attached to the DCP allows t ' he penetration per blow to be recorded. Correlations were used to convert the results of the DCP tests to Standard Penetration T ' est (SPT) results. The results are plotted on the borehole logs, Figures 5 through 7. All explorations were perforined by an HWA geotechnical engineer. Pertinent information including soil description and engineering- characteristics, stratigraphy, and ground water occurrence are recorded on the attached soil logs, Figures 6 through 8. A legend of the terms and symbols used on the exploration logs is presented in Figure 5. The stratigraphic contacts shown on the logs and cross-section represent the approximate boundaries between soil types; actual transitions may be more gradual. It should be noted that the soil and ground water conditions depicted are only for the specific dates and locations reported and, therefore, are not necessarily representative of other locations and times. It is anticipated that water conditions will vary depending on seasonal precipitation, 2004035 Geotech Letterl.doc 2 HWA GEOSCIENCE* S INC. April 19, 2004 HWA Project No. 2004035-21 local subsurface conditions and other factors. SUBSURFACE CONDITIONS The geological map of the area "Geologaic Map of the Edmonds East and Part of the Edmonds West Quadrdnales, Washington " (Minard, 1983), indicates that the near -surface soil deposits in the area of the property consist of Advance Outwash, described as mostly clean, gay, pebbly sand with increasing amounts of gravel higher in the section. Advance outwash typically -consists of dense, advance glacial outwash, deposited and subsequently overridden by the advancing glacier. Based on visual observations in our hand bonings and interpretations from the DCP results, we believe that advance outwash was encountered in all of our explorations. Hand holes HH- I and HH-2 were performed along the eastern wall of the house and revealed nearly identical subsurface conditions consisting of approximately 6 feet of very loose to loose silty sand and gravel with burned wood debris and organics over dense, native silty sand and gravel, which we interpret as advance outwash. The footing of the house was exposed in HH-2. The bottom of the footing was approximately 16 inches below ground surface level. The footing extended 2.5 inches from the stem wall and was approximately 4.5 inches thick. Ground water was noted between 5 and 6 feet below ground surface, near the contact between the fill and native soil in both excavations. Hand hole HH-3 was excavated along the north wall of the house as shown in Figure 2. The excavation revealed approximately 2 feet of loose, silty sand and gravel fill over pea gravel fill. The pea gravel fill was likely placed as sewer line bedding and backfill, as a steel utility pipe approximately 4 inches in diameter, was encountered resting on the top of the.footi,ng at a depth of approximately 2.7 feet below ground surface. DCP tests were performed at the top of footing level, just to the north of the footing and pipe. The tests indicated loose material (fill) to approximately 4 feet over dense material, which we interpret as outwash. A DCP test (DCP-4) was performed approximately 10 feet west of HH-3. This test revealed loose/medium dense soil to approximately 2.5 feet before encountering dense/very dense soil. A profile of the yard including the location of thehouse, bottom of footing and results of the hand holes and DCP tests is shown in Figure 4, Cross -Section A -A'. Based on this cross- section, it appears that the western approximately 1/3 of the house is supported on dense, native soil and that the eastem 2/3 of the house is situated on progressively thicker depths of loose fill. CONCLUSIONS AND RECOMMENDATIONS GENERAL In our opimion, the foundation settlement appears to be a result of compression and degradation settlement, of loosely -placed, organic -rich, fill materials underlying the residence. Granular soil, such as the fill, typically compresses immediately or very shortly 2004035 Geotech Lenerl.doc J HWA GEOSCIENCES INC. 0 Apnil 19, 2004 HWA Project No. 20040' )5-21 after it is loaded. Thus, it is likely that a significant amount of the settlement occurred during and shortly following original construction. Organic matenials, such as wood and roots that are trapped within a fill, tend to decompose slowly over time, in response to varying moisture and temperature conditions. Such degradation results in long-term settlement. Because the loose fill has significant amount's of organic matter, we conclude that a portion of the settlement has likely occurred over an extended time period due to degradation of organic materials. Organic degradation settlements will continue to occur over time. UNDERPINNING Our excavations at the east end of the house encountered approximately 6 feet of loose, silty, gravelly sand fill with areas containing abundant wood and burned wood debris, underlain by native, dense outwash sand and gavel. In order to provide vertical support for the house and preventfuture settlement, we recommend underpinning the entire eastern wall of the house and at least portions of the north and South walls. The thickness of the loose fill varies from about 6 feet under the east wall to nothing part way back to the west. At shallow depths, it may be more cost effective to excavate the fill under the footing and fill the hole with lean concrete or CDF. We recommend that underpinning start on the east side of the house and that the mode of underpinning change from helical piles to undercut and backfill at the point where the contractor establishes that it would be more cost. effective. We also recommend that the chimney foundation be underpinned at each comer., AB CHANCE HELICAL PILE DESIGN CONSIDERATIONS The following recommendations support the installation of helical anchors by Davis Construction. Helical anchors are installed usinga hydraulic torque head, and screwed -into the ground until a threshold 'torque is reached. Load -carrying capacities of helical anchors depend largely on helix configurations, soil characteristics and the maximum torque applied during installation. We have calculated the allowable load on the east wall footing was less than 2,000 pounds per foot. The stem walls are concrete and more than 8 feet high, however, they were not designed for point load support. Therefore, we recommend that the piles be located an average of 8 feet, and no more than 9 feet, apart. The maximum design load of each pile is therefore less than 18,000 pounds. In our opinion, AB Chance helical piles with a standard 8, 10 and 12 inch lead section and a standard 1- 1/2 inch square shaft can be installed to carry an allowable load capacity of 25 kips each. This will require a torque of at least 2,500 ft-lbs, which we believe, is attainable in the underlying advance outwash soils. Standard AB Chance mounting brackets designed by AB Chance to be used with the 1- 1/2 inch diameter rods should be used to attach the rod to the footing. 2004035 Geotech Letterl.doc 4 HWA GEoSciENcEs INC. April 19, 2004 HWA Project No. 2004035-21 The anchors should be placed approximately as shown on Figure 3. Exact locations can vary based on field conditions and obstructions encountered during installation. It is our understanding that the work will be. done in accordance with these recommendations. CONSTRUCTION CONSIDERATIONS There is a potential that the anchors may hit obstructions in the fill (such as wood debri's or cobbles). If an obstruction is encountered that cannot be passed, then the anchor should be withdrawn or abandoned in place, and another anchor should be relocated I to 2 feet away. An HWA geotechnical engineer should be present during construction to confirm that the anchors are installed in, accordance with our recorninendations, and to provide revised recommendations should conditions encountered during construction vary from those anticipated., Once the anchors have been installed and the building has been lifted, the excavated area around each anchor and bracket assembly should be backfilled with lean concrete or controlled density backfill (CDF). All existing and new concrete cracks should also be filled. All existing and any new concrete cracks in the concrete should be repaired with a concrete crack -filling compound after the underpinning work is complete. CONSTRUCTION SPECIFICATIONS This report is written as a geotechnical engineering report. It is our understanding that the owner has chosen a contractor and that both agree that.the recommendations contained herein are the way the project should be completed. It is also our understanding that HWA will be retained to do the construction observations. Therefore, these recommendations could be considered construction specifications for purposes of obtaining a pennit. CONDITIONS AND LIMITATIONS We have prepared this letter report for use by John Eason and his designated agents for use in underpinning the residence at 23525 74 1h Avenue West in Edmonds, Washington. This report should be provided to prospective contractors for their bidding or estimating purposes, ,but conclusions and interpretations included in this letter report should not be construed as our warranty of the subsurface conditions. Experience has shown that soil and ground water conditions can vary significantly over small distances. Inconsistent conditions can occur between explorations and may not be detected by a geotechnical study. If, during future site operations, subsurface conditions are encountered which vary appreciably from those described herein, HWA should be notified for review of the recommendations of this letter report, and revision of such if necessary. 2004035 Geotech Letterl.doc -I) HWA GEOSCIENCES INC. 0 Apnil 19, 2004 HWA Project No. 2004035-21 This report is issued with the understanding that it is the responsibility of the owner to ensure that the information and reconunendations contained herein are brought to the attention of the appropriate design team personnel and incorporated into the project plans and specifications. It is also the owner's responsibility to see that the necessary steps are taken to verify that the contractor and subcontractors carry out these recom-mendations in the field. In this regard, we recommend that HWA be retained to review the plans and specifications. We also recommend that HWA be retained to monitor the geotechnical aspects of construction. The scope of work did not include environmental assessments or evaluations regarding the presence or absence of wetlands or hazardous substances in the soil, surface water, or ground water at this site. This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations and we cannot be responsible for the safety of personnel other than our own on the site; the safety of others is the responsibility of the contractor. The contractor should notify the owner if any of the recommended actions presented herein are considered unsafe. 2004035 Geotech Leneri.doc 6 HWA GEOSCIENCES INC. April 19,2004 HWA Project No. 20040' )5-21 0- We appreciate the opportunity to be of service. If you have any questions or concerns, please do not hesitate to contact us. Sincerely, % HWA GEOSCIENCES INC. EXP.IRES 03/ 18 / 0(-, _! Bryan K. Hawkins, P,E. Geotechnical Engineer Enclosures: Figure I Figure 2 Figure 3. Figure 4 Figure 5 Figures 6-8 1 0.1 141 05 a f", 11 �q 11 Thomas C. Kinney, P.E. Principal Geotechnical Engineer Vicinity Map Site and Exploration Map Settlement Chart Cross Section A -A' Legend of Terms and Symbols used on the Exploration Logs Logs of Explorations HH- I through HH-3 2004035 Geotech Letterl.doc 7 HWA GEOSCIENCES INC. 222nd-St. Svv 226th_-__ Pl-.--Sw A L -�4 vv h: > < .(D >1 < li 4_4 F: JK (D. S and N 1.99) PROJECT =irdale SITE L ake -.T ger: ­L-.242nd' -8ttr--- r,-4; r T--5t- fF 04,11 Shorelinle cd =I, I I fMGEOSCHNaS INC VICINITY MAP EASON RESIDENCE STRUCTURE STABILIZATION 23525 74TH AVE W. EDMONDS, WASHINGTON f 1:. U I f wj 2 3 04th--` 2 2nd- ie , f NOT TO SCALE DRAWN BY F, �l CHECKED By KS DATE PROJECT N07- 4.02.04 2004-035 REV 00 KLS 47JO4 Lu o' 10' 20' 40' z F-09-mr- -i SCALE: 1 "=20' w (L 0 w x ol < ±173'TO WATER LEGEND HH-1 HAND HOLE DESIGNATION AND APPROXIMATE LOCATION DCP-4 DYNAMIC CONE PENETRATION TEST DESIGNATION ACP DRIVEWAY AND APPROXIMATE LOCATION 0 PROPOSED CHANCE ANCHOR LOCATION 7-8' CONCRETE, LOAD BEARING WALL SECTION DESIGNATION AND LOCATION =1 , � HMGEOSCIENCES INC A' DCP- FENCE \"-X��X-X-xf 74TH AVE W. EASON RESIDENCE STRUCTURE STABILIZATION 23525 74TH AVE W. EDMONDS, WASHINGTON SITE AND EXPLORATION PLAN LL LL 0. c LL X ic RAWN BY HECKED BY — BLi 2- ATE PRDJCCT NO. 4.02.04- 2004-035 0.35 M 0.25 J low" 0.15 E CD Cn 0.1 0.05 0 -0.05 Figure 3. Settlement Across House (East-West) M 5 10 15 20 25 30 Length Acros's House, feet (starting at west wall) Basement -0- Upstairs Living Room 0 RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N-VALUE COHESIONLESS SOILS COHESIVE SOILS Approximate Density N (blows/ft) Approximate Consistency N (blows/ft) Undrained Shear Relative Density(%) Strength (psf) Very Loose 0 to 4 0 15, Very Soft 0 to 2 -250 Loose 4 to 10 15 35 Soft 2 to 4 250 - 500 Medium Dense 10 to 30 35 65 Medium Stiff 4 to 8 500 1000 Dense 30 to 50 65 85 stiff 8 to 15 1000 2000 Very Dense over 50 85 100 Very Stiff 15 to 30 2000 4000 Hard over 30 >4000 USCS SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP DESCRIPTIONS Gravel and GW Well -graded GRAVEL Coarse Clean Gravel W . Grained Gravelly Soils (little or no fines) - 7717 0� GP Pooriy-graded GRAVEL Soils � 0 More than 50% of Coarse Gravel with 0 C GM Silty GRAVEL Fraction Retained Fines (appreciable on No. 4 Sieve amount of fines) GC Clayey GRAVEL S and and Clean Sand . . . SW Well -graded SAND Sandy Soils (little or no fines) More than SP Poorty-graded SAND 50% Retained 50% or More on No. Sand with SMI Silty SAND 200 Sieve of Coarse Fines (appreciable SC I Clayey SAND Size Fraction Passing amount of fines) No. 4 Sieve ML I SILT Fine Silt Liquid Limit Grained and CL Lean CLAY Soils Less than 50% Clay OL Organic SILT/Organic CLAY MH Elastic SILT 50% or More silt Liquid Limit Passing and 50% or More CH Fat CLAY Clay No. 200 Sieve Size OH Organic SILT/Organic CLAY Highly Organic Soils PT PEAT COMPONENT DEFINITIONS COMPONENT I SIZE RANGE Boulders Larger than 12 in Cobbles 3 in to 12 in Gravel 3 in to No 4 (4.5mm) Coarse gravel 3 in to 314 in Fine gravel 3/4 in to No 4 (4.5mm) Sand No. 4 (4.5 mm) to No. 200 (0.074 mm) Coarse sand No. 4 (4.5 mm) to No. 10 (2.0 mm) Medium sand No. 10 (ZO mm) to No. 40 (0.42 mm) Fine sand No. 40 (0.42 mm) to No. 200 (0.074 mm) &ft an d Clay Smaller than No. 200 (0.074mm) TEST SYMBOLS %F Percent Fines AL Atterberg Limilt� PL = Plastic Limit LL = Liquid Limit CBR Califomia Bearing Ratio CN Consolidation DO Dry Density (pcf) DS Direct Shear GS Grain Size Distribution K Permeability MD Moisture/Density Relationship (Proctor) MR Resilient Modulus PID Photoionization Device Reading PP Pocket Penetrometer Approx. Compressive Strength (tsl) SG Specific Gravity TC Triaxial Compression TV Torvane Approx. Shear Strength (tsl) UC Unconfined Compression SAMPLE TYPE SYMBOLS 2.0" OD Split Spoon (SPT) (140 lb. hammerwith 30 in. drop) Shelby Tube 3-1/4" OD Split Spoon with Brass Rings 0 Small Bag Sample Large Bag (Bulk) Sample Core Run Non-standard Penetration Test (3.0" OD split spoon) GROUNDWATER SYMBOLS Groundwater Level (measured at time of drilling) Groundwater Level (measured in well or open hole after water level stabilized) COMPONENT PROPORTIONS PROPORTION RANGE DESCRIPTIVE TERMS < 5% Clean 5-12% Slightly (Clayey, Silty, Sandy) .12-30% Clayey, Silty, Sandy, Gravelly 30-50% Very (Clayey, Silty, Sandy, Gravelly) Components are arranged in order of increasing quantities. NOTES: Soil classifications presented on exploration logs are based on visual and laboratory observation. Soil descriptions are presented in the following general order. Densitylconsistency, color, modifier (d any) GROUP NAME, additions to group name (if any), moisture content. Proportion, gradation, and angularity of constituents, additional comments. (GEOLOGIC INTFRPRETATION) Please refer to the discussion in the report text as well as the exploration logs for a more complete description of subsurface conditions. HWAGEOSCIENCES INC Eason Residence 23525 74th Avenue W Edmonds, Washington MOISTURE CONTENT DRY Absence of moisture, dusty. dry to the touch. I MOIST Damp but no visible water. WET Visible free water. usually soil is below water table. LEGEND OF TERMS AND SYMBOLS USED ON EXPLORATION LOGS PROJECTNO.: 2004035 FIGURE: 5 LEGEND 2004035.GPJ 4/12/04 DR�LL2 COMPANY: HWA GeoSciences DR LL NG METHOD: Hand Auger SAMPLING METHOD: Grab Samples LOCATION: See Figure 2 U) _j 0 T 0 V) �_ = 0. , Uj 0 U) 0 Z_ in Z) 0- 5 1 10 DESCRIPTION E ELEVATION: feet DRIFE STARTED: 3/19/2004 DATE COMPLETED: 3/19/2004 LOGGED BY: B. Hawkins ct� W U W z X Non -Standard Penetration Resistance W CL M 2 j.- W < (17.6 lb. weight. 20" drop) U) W z Fn 0 A Blows per foot W _j W _j W Cr 'Z5 W z IL 2 CL 2 2� 3: w TZ Z) 0 < V) < U) W 0 Q70 0 a: — k GM Medium dense, brown, silty, fine to medium sandy, fine to T coarse GRAVEL and COBBLES, moist. T [FILL] 0 3, 6 T P. Color grades dark gray. SM Loose, brown and black, fine to coarse gravelly, silty, fine to medium SAND, moist. Black, burned wood debris and organics noted. Loose, olive brown and black, silty, sandy, fine to coarse GM 0 T GRAVEL, moist. oc Loose, brown and black. fine to coarse gravelly, silty, fine to SM medium SAND, moist becoming wet. Abundant burnt wood debris. GM Very loose, brown and black, very silty, sa'n*dy, fine to coarse GRAVEL, we I. Black burnt wood debris noted. :4 GM Dense, tan, silty, sandy, fine to coarse GRA I [OUTWASHI I Total depth = 6.5 feet. Ground water measured at 5.5 feet approximately 2 hours after excavation. NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated and therefore may not necessarily be indicative of other times and/or locations. 10 90 1 () 4n W 'U 50 0 5 L__ 10 0 20 40 60 80 100 Water Content (%) Plastic Limit 1 0 Liquid Limit Natural Water Content I BORING: Ir"MA Eason Residence HH-1 23525 74th Avenue W HWAGEOSCIENCES INC Edmonds, Washington PAGE: 1 of 1 PROJECT NO.: 2004035 FIGURE: 6 BORING 2004035.GPJ 4/12/04 DRICLING COMPANY: HWA GeoSciences —SURFACE ELEVATION: feet DATE STARTED: 3/19/2004 DRILLING METHOD: Hand Auger DATE COMPLETED: 3/19/2004 SAMPLING METHOD: Grab Samples LOGGED BY: B. Hawkins LOCATION: See Figure 2 L) —i _j 0 0 M LLI cU V) 0 �= U) D 0­1 . . 5 10 DESCRIPTION S Loose, brown, silty, gravelly SAND, moist. [FILL] M*edium dense,. browirt, silty, sandy, fine'to coars*e GRAVE*1_'... _GM to gravelly SAND, moist. C 0 Bottom of house footing at 16 inches below ground surface. Loose, olive gray, silty, fine to coarse gravelly, fine to 3— GM medium SAND, moist. Burnt wood debris at 3.75 feet. Loose, brown and black, fine to coarse gravelly, silty, fine to SM J. medium SAND, moist. Abundant black bumt wood debris. Very loose, red brown, silty, fine to coarse gravelly, fine to* Z: 7 GM a C 5, medium SAND, moist. Dark brown organics and wood debris noted. Very loose, dark brown, silty, fine to medium SANDi wet. SM Organics noted. Grading tan at 6 feet. SM Den e. tan, silty, fine to coarse gravelly, fine to medium SAND, wet. [OUTWASH] Total depth = 6.75 feet Ground water at 6 feet approximately 1 hour after excavation. Cr W 1:0 W 0 z W Non -Standard Penetration Resistance W < 1.— < (17.6 lb. weight, 20" drop) >- Z En Z L) C �) .— (n Lu 1-- 0 A Blows per foot W W _J _j CL Q. Lu " 0-1 W z D :r 2 .2 < < Lu 0 Cr 11j U) (n a- 0 (D 0 10 20 30 40 50 0 A : A — "10 0 20 40 60 80 100 Water Content (%) Plastic Limit 1 0 Liquid Limit Natural Water Content OTE: This log of subsurface conditions applies only at the specified location and on the date indicated and therefore may not necessarily be indicative of other times and/or locations. Eason Residence BORING: 23525 74th Avenue W HH-2 FMGEOSCIENCES INC Edmonds, Washington PAGE:. I of 1 PROJECT NO.: 2004035 FIGURE: 7 BORING 2004035.GPJ 4/12/04 DRIELING COMPANY: HWA GeoSciences —SURFACE ELEVATION: DRILLING METHOD: Hand Auger SAMPLING METHOD: Grab Samples LOCATION: See Figure 2 _J _J 0 C) U) (n U) IL 2 U W >_ (0 0 Z=e W D DESCRIPTION 0 GM Loose, brown, silty, sandy, fine to coarse GRAVEL, moist. [FILL) GP Loose, fine GRAVEL, moist. 03 [PEA GRAVEL DRAIN ROCK FILL] 0 Top of metal pipe (sewer line) at 2.5 feet. Pipe is resting on house footing. Top of footing at 2 feet 8 inches below round surface. Refusal on pipe/footing at 2.67 feet. No ground water encountered during excavation. DCP test performed at footing level, just to north of footing. 1 5- 0� feet DATE STARTED: 3/19/2004 DATE COMPLETED: 3/19/2004 LOGGED BY: B. Hawkins T W Lu 0 z X Non -Standard Penetration Resistance W M a- 2 < to W < (17.6 11b. weight, 20" drop) z Fn . C U) W 3: A Blows per foot W W _J _J W Cr z M CL a- 2 Z W 1: Z) 0 < UO En 1 0 Q._ Z 0 W (D W a 0 20 40., 60 80 100 Water Content (%) Plastic Limit 1 0 Liquid Limit Natural Water Content OTE: This log of subsurface conditions applies only at the specified location and on the date indicated and therefore may not necessarily be indicative of other times and/or locations. *Eason Residence BORING: 9011 23525 74th Avenue W HH-3 PAGE: 1 of 1 HWAGEOSCIENCES INC Edmonds, Washington PROJECT NO.: 2004035 FIGURE: 8 BORING 2004035.GPJ 4/12/04 A A' 110 - --------- .......... ..................................................... _j _j W lw 0 U),r W U < u- o w 0 100 . ......... ........... 06 Q EXISTING GROUND SURFACE LOOSE S0� 90 — — - - - - - - - --- - - - - . . . . . . . . . . . . . -- . . . . . . . . .. SAND AND GRAVEL . . . . . . . . . . BOTTOM 0 - ---- WITH ORGANfC8 FOOTING (FILL) w w DENSE SILTY ------- SAND AND GRAVEL - - --------- (OUTWASH) z 0 80 ............ ... ........................... . . . . . . . . . . . . . . . . w w -70—t ....................................... : ........... I ................ ....... R� �� 50 1 . . LEGEND' HAND HOLE DESIGNATION ................................. INFERRED GEOLOGIC CONTACT BOTTOM OF BORING . . . . .. . . . . . . . . . I . . . . . . . . . . I . . . . . . . . . . . . . I I ................................. DRAWN BY =1 , IMGEoSawas INc HORIZONTAL SCALE:' 1"=10' 0' 5' 10' 20 0' 5' 10' 20' VERTICAL SCALE: 1 "= 10' 110 100 Mers, I-_ ui ui LL z 0 —80 ui _j Lu —70 m We —50 moul,q U-31uLolly c — STRUCTURE STABILIZATION CROSS SECTION CHECKED BY aa 4 23525 74TH AVE W. A -A' DATE PROJECT NO. — 4.02.04 2004-035 EDMONDS, WASHINGTON 0 -ff fe- A4,PA- SUBMI . T ALL SPECIAL INSPECTION REPORTS TO CITY BUILDING INSPECTOR ON A WEEKLY BASIS OF EDMONDS Bull �N 2 ITDRESS,c ZAIN E R PPROVED JATE F3LJG FLEItALMT rvi -, — Critical Areas Checklist CA File No: Oq - 1 2_3 Site Information (soils/ topography/ hydrology/ vegetati . on) 1. Site Ad&ess/LDcation: I 44_'�Avt f-AY.0 ()Abi (VA, 60AL 2. Property Tax Account Number: -10!4 3 3, 0 0 d, 00 4 0 0 CPO,(-e_e_t 3. Approximate Site Size (acres or square feet): 0 ct c rcj Oct 4.. Is this site currently developed? ZyYes; _ no. If yes; how is site de veloped? 'n 0 vv�, 0, 5. Describe the general site topography. Check all that apply. Flat less than 5-feet elevation change over entire site. L-`� Rolling: slopes on site generally less than 15% (a vertical rise of 164�et. over a horizontal distance of 66-feet). Hilly: slopes present on.site of more than 15% and less than, 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet)­�, Steep: grades of greater than 30% present 4�ertia-M�ik-6f4�Aeel(�;er"sih6nzonmr; v distance of less than 33-feet). Ot "­r loo�� 'Other (please describe): 1,oKe�ra.,A pt�opo_rl�j 6. Site contains -areas of year-round standing water: Approx. Depth: 7. Site contains areas of seasonal standing water: Approx. Depth: What season(s) of the year? 8. Site is in the floodway - floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? Flows are seasonal? (What time of year? 10. ..Site is p��y: forested meadow shrubs mixed 11. Obvious wetland is present on site: 1. 2. 3. Plan Check Number, if applicable? Site is Zoned? �\ 5,-v — I ), SCS mapped soil type(s)? I g e & For City Staff Use Only 15 0/0 !� ,tes C itical. Area on f I 4. gritical Areasinve Ltory or C.A. map indica r 4d*�qyv-j- -m L,,,erTi CeT) ma ed 6L I j+(eq 1 4 er 6A 141 5. Site within designated earth subsidence landslide hazard area? 'I\fo I DETERMINATION Reviewed Date: q /a Mbq WAIVER Critical Areas Checklist.doc/4.22.2003 City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be -filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application to the City. , The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations,of the site or data available at Critical areas in tories, maps, or soil CNAO'ENT BUILDING EVIT inni IMAOMMI ninacq-1 mAn-011" Date Received' 1-11 0_4 City Receipt#: -226E c/ -I/ Critical Areas File #: z,20-04- 01Z,3 Critical Areas Checklist Fee: 4 $135.00 Date Mailed to Applicant:- r/o2 8 /a co Lf A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklistmake a precursory site visit,, and make a determination of the. subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in fitiding and locating the specific piece of property described on this form.. In addition, the applicant shall include. other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned . applicant, ARTMTre'r/its heirs,"a'W"amssigns, in consideration on the processing of the application agrees to releas ' e, inde;6ify, 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 part upon false., misleading, inaccurate or incomplete informatio-n furnished by the. applicant� his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to file this application on the behalf of the owner as listed below. SIGNATURE OF APPLicANTIAGENT DATE V Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter thesubject property for the purposes of inspection and posting attendant to this application. SIGNATURE OF OWNER DATE. PLEASE PRINT CLEARLY Owner/Applicant: Applicant Representative: O,V%h 9'. EASO'n Name A 3,5- '7 Street Address o A 5; Li P, Ct 00 o -A (V City State zip Telephone: A 6 44 0 - "6- 9 log Email address (optional): Name Street Address City State Zip Telephone: Email Address (optional): Critical Areas Checklist-doc/4.22.2003 CITY OF EDMONDS CRITICAL AREAS DETERMINATION Site Location: 23525 74" Ave. W. Tax Acct. Number: 27043200200400 Determination: Study Required Determination #: CA-04-123 Applicant: John R. Eason Owner: John R. Eason CRITICAL AREAS DETERMINATION: STUDY REQUIRED During review and inspection of the subject site, it was found that the site is adjacent to Lake Ballinger, which is designated a Wetland and a Fish & Wildlife Habitat Conservation Area critical area pursuant to Chapter 20.15B of the Edmonds Community Development Code (ECDC). STUDY REQUIREMENT — WETILAND Based on the above finding, a Critical Areas Study is required to determine the class of the wetland and locate the wetland on the property. Wetland Classification and Delineation: A critical areas consultant shall perform the following: o Classification of the wetland pursuant to the criteria established in ECDC Section 20.15B.060(A)(5). o Delineate the boundaries of the wetland on the site. o State any mitigating measures appropriate to preserving and protecting the wetland. This part of the study shall be performed as a three party contract with the City selecting the consultant and the property owner or applicant paying the fees. When you are ready to proceed, please contact a Planner. Wetland Mapping: After the critical areas consultant has classified the wetland and delineated the wetland boundary, a surveyor licensed by the State of Washington must perform the following: o Survey and map the wetland, the buffer and the building setback (refer to ECDC 20.15B. 130. (C) for the required buffer widths). In order to complete this Study Requirement, this map must be submitted to the Planning Division for review and approval. DEVELOPMENT PROPOSALS ON A SITE WITH A WETILAND Development proposals that encroach into the wetland buffers or building setbacks may be allowed through the approval of certain processes. The specific process depends on the individual site and development proposal but may include Buffer Averaging, Wetland Replacement Ratios, a Critical Areas Variance, and/or a Critical Areas Variance or Reasonable Use Exception. If you think that you have a proposal that may require one of these processes, please contact a Planner for more information. STUDY REQUIREMENT — WILDLIFE HABITAT Since the sight is within a fish and wildlife habitat conservation area, this portion of the critical areas study requires you to contact the State Department of Fisheries and Wildlife. The City defers administration and enforcement of fish and wildlife habitat area protection measures to the appropriate state or federal agency responsible for administering said protection measures. Approval of any building permits for this site shall be subject to the requirements of the State Department of Fish and Wildlife. DEVELOPMENT PROPOSALS ON A SITE WITH WILDLIFE HABITAT The applicant must show written evidence of compliance with the requirements of the Washington State Department of Fish and Wildlife prior to or with the submittal of any building permits or other development permits for this site. Your contact at the Department of Fish & Wildlife is: Julie Stofel, Endangered Species Biologist 16018 Mill Creek Blvd. Mill Creek, WA 98012 425.379.2301 Ms. Stofel will need to see a site plan with proposed actions, and may require other information. SEPA may be required with a building permit submittal at the discretion of the Washington State Department of Fish and Wildlife or the City of Edmonds. PROJECT SPECIFIC CONDITIONAL WAIVERS If the property owner wishes to apply for a specific development permit which they feel would not impact the Critical Areas located on the site, they may submit their proposal to the Planning Department for review. If the Planning Department finds that the proposed development permit will not adversely impact a Critical Area or its buffers, a conditional waiver may be issued on a project by project basis. EXEMPT DEVELOPMENT PROPOSALS Certain development proposals may be exempt from Critical Areas Requirements (ECDC 20.15B.040). If you think that a specific development proposal may be exempt, contact a Planner for more information. Name LP Signature Date u Cited sections of the Edmonds Community Development Code (ECDC) can be found on the City of Edmonds website at www.ei.edmonds.wa.us. OA City of Edmonds Critical Areas Determination Project Specific Waiver of Study Requirement Applicant: John R. Eason I Determination #: I CA-04-123 I Project Name: I Eason Foundation Re Permit Number: I PC-04437 I Site Location: 1 2352574 th Ave. W. I Property Tax Acct M 1 27043200200400 1 Project Description: Foundation repair to relevel house using helical pin pile anchors and undercuts with concrete backfill. Includes replacement of concrete floor in basement. Waiver Criteria (all criteria must be found to apply): X -There will be no alteration of the Critical Area or its required buffers; X -The development proposal will not impact the Critical Area in a manner contrary to the goals, purposes, objectives and requirements.of the Critical Areas ordinance; X The development proposal meets the minimum standards of the Critical Areas ordinance; X -The above findings are based on the following conditions of approval: 1. This conditional waiver is only for the foundation repair as described in the HWA Geosciences Inc. Geotechnical Report dated April 19, 2004 on file at the City of Edmonds. 2. A building permit is required for all work. Based on the above findings and conditions, the requirement for a Critical Areas Study associated with this development permit is hereby Waived, as authorized by Chapter 20.15B.040 (A) of the Edmonds Community Development Code. Ross C. Beckley (&W 64/ September 27, 2004 Name Signature / Date SINGLE-FAMILY RESIDENTIAL SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION Project Location: 23525 74th Avenue West Applicant: John R. Eason Project Description: Foundation repair to relevel house using helical pin pile anchors and undercuts with concrete backfill. Includes replacement of concrete floor in basement. See Attached: HWA Geosciences Inc. Geotechincal Report dated April 19, 2004 Plan Check Number: PC-04-0437 Date Issued: September 27, 2004 SEPA Determination: Exempt Issued by: Ross Beckley, Planner The above project has been determined to be exempt from e requirement to obtain a Shoreline /Substantial Development Permit under WAC 173 -27-040(2)(b), which states: Non-nal maintenance or repair of existing structures or developments, including damage by accident, fire or elements. "Normal maintenance" includes those usual acts to prevent a decline, lapse, or cessation from a lawfully established condition. "Normal repair" means to restore a development to a state comparable to its original condition, including but not limited to its size, shape, configuration, location and external appearance, within a reasonable period after decay or partial destruction, except where repair causes substantial adverse effects to shoreline resource or environment. Replacement of a structure or development may be authorized as repair where such replacement is the common method of repair for the type of structure or development and the replacement structure or development is comparable to the original structure or development including but not limited to its size, shape, configuration, location and external appearance and the replacement does not cause substantial adverse effects to shoreline resources or environment; This exemption is not being sent to the Department of Ecology because it appears to City staff that it is not subject to U.S. Army Corps of Engineers section 10 permit under the Rivers and Harbors Act of 1899 (the provisions of section 10 of the Rivers and Harbors Act generally apply to any project occurring on or over navigable waters. Specific applicability information should be obtained from the Corps of Engineers.) Nor does the project appear to City staff to require a section 404 permit under the Federal Water Pollution Control Act of 1972. (The provisions of section 404 of the Federal Water Pollution Control Act generally apply to any project which may involve discharge of dredge or fill material to any water or wetland area. Specific applicability information should be obtained from the Corps of Engineers.) Robert Fritzen, Shoreline Planner with the Department of Ecology, has advised us that per WAC 173-27-050, no letter is required to be sent to Department of Ecology. While this letter provides an exemption from the need to obtain a Shoreline Substantial Development Permit from the City of Edmonds, it does not evaluate whether other State and Federal approvals are required and leaves that responsibility to the applicants. cc: Street file for 23525 74 th Avenue West Shoreline Permit Exemption File Page 2 of 2 U HWA GEOSCIENCES INC. Geolechnical May 31, 2005 HWA Project No. 2004-035-21 Geocni-irmimerlial ��rrvwe.' - hispection & Testing T!11 RECEIVED 'EMAY 3 12005 V-1 Z) A PERMIT COUNTER JOHN EASON RESIDENCE Residence Underpinning Final Report 23525 74th Avenue West, Edmonds, Washington Attention: Ben Davis S ubj ect: FINAL REPORT,ON FOUNDATION STABILIZATION Perndt # 205-0362 Dear Mr. & Mrs. Eason: This is the final report on the field observations. for your residence. We have sent a copy to Davis Construction and the City of Edmonds. Your residence had undergone settlement over a period of many years. HWA prepared a geotechnical report on the settlement on April 19, 2004. That report identified soft ground around about half of the east side of the house. We recommended underpinning. Davis Construction installed the underpinning in October 2004. HWA perfon-ned part-time observation services. AB Chance anchors were installed around the outside perimeter of the structure and pin piles were installed inside the structure. During construction, large voids were found under the basement concrete slabs and the settlement extended farther west than anticipated. You, Davis Construction and HWA agreed on a course of action, which included installing more anchors and pin piles and structurally supporting portions of the floor slab. i Figu . re I is a sketch of the foundation and shows the location of the anchors and pin piles. The features of each are described below. ANCHORS The following items describe the basic installation of the anchors. Additional details for each anchor are given in Table 1. 0 1-1/4 inch square shaft & The lip of the footing was removed with ajackbarnmer and the supports of a standard duty bracket were slid under the foundation and bolted on the side of the foundation. 19730 - 64th A"venue W 0 The brackets were ultimately encased in concrete. Suite 200 Lynnwood, WA 98036.5957 Tel: 425.774.0106 Fax: 42.5.774.2714 ,.-%vw.h%-ageosdenc".com May 31, 2005 HWA Project No. 2004-035-21 • The anchors were all installed to 2,500 ft-lbs, the maximum torque that could be achieved with the drill used. • Based on the installation torque of 2500 ft.-lbs., the ultimate load capacity of each anchor would be in excess of 25,000 lbs. • The anchors were installed on no more than 6-foot center under the footings The footings under this house should have been designed for a bearing capacity of less than 2,000 lbs./ft., which would be less than 12,000 lbs. per anchor. • In our opinion the anchors have a factor of safety of at least 2 which is adequate. • Some lifting was done on some of the anchors. The house had been extensively remodeled and complete releveling could do more damage than good so that was not attempted. PH'FS The following items describe the basic installation of the pin piles. Additional details for each pile are given in Table 2. • Piles are 2-inch ID schedule 80 galvanized pipe. • Piles are on 2-foot centers under bearing walls and about 6-foot centers under floor slabs. • Where the pin piles were used under footings, the lip of the footing, where there was one, was removed with ajackbarnmer. A standard U bracket was bolted on the side of the footing. The pipe was driven through this bracket. The pipe was cut off even with the top of the U bracket and a plate was welded on the top of the bracket to hold the pile down. This was encased in concrete when the floor was poured. • Where piles were supporting floors, a metal cap was welded on the top of the pile, which was embedded in the floor slab. • Piles were driven with a 140-poundlackhanuner until the penetration was less than I inch in I minute. • The City of Seattle Directors Rule uses an allowable load of 4,000 pounds per 2-incb pin pile with a factor of safety of at least 2 and no load test is required, • In our opinion, the factor of safety under footings is at least 2, which is adequate. • In our opinion, the factor of safety under the floor slabs is si&mificantly more than 2, which is adequate. FLOOR SLABS The floor slab% were nominally 6 inches thick with #4 bars on 16-inch centers throughout the slabs. They were poured on the ground surface but it is expected that the ground will settle under its own weight and the floor slabs will ultimately rest on the piles. Final Letter 2 HWA GEOSCIENCES INC. May 31, 2005 HWA Project No. 2004-035-21 CONCLUSION In our opinion the criteria set out in the permit were satisfied and the structure was underpinned adequately. Thank you for letting us work with you on this project. We trust this satisfies your needs. If you have any questions plcase feel free to contact Tom Kinney at 425-774-0106. Sincerely, HWA GEOSCIENCES INC. Thomas C. Kinney, Ph.D., PE Vice President 'rCK:tck CC:. Davis Construction City of Edmonds Final Letter 3 HWA GEOSCIENCES INC. May 31, 2005 HWA Project No. 2004-035-21 Table 1 - Installation Statistics on Anchors Anchor No. Helixes in Lead Length ft Depth Below Floor ft Structure Lifted' in A-1 8 & 10 3. 9 1 A-2 8 & 10 3 13- 1 A-3 9 & 10 3 18 1 A-4 8 & 10 3 10 1 A-5 8 & 10 3 14 1 A-6 .8& 10 3 13 1 A-7 8&10 3 13 0.75 A-8 8 & 10 3 10 0.75 A-9 8 & 10 3 13.5 0.5 A-10 8&10 3 14.5 0.25 A-l] 8& 10 3 15.5 1 A-12 8&10 3 7 0.5 A- 13 8& 10 3 5 0.25 A-14 8, 10& 12 5 7 0.25 A-15 8, lO& 12 5 13 0 A-16 8& 10 3 9 The structure had been remodeled and lifting to�rclevel may have done more harm than good. The intent was to stabilize the house with some releveling. Final Lettcr 4 HWA GEoSc[ENCFS INC. May 31, 2005 HWA Project No. -2004-035-21 Table 1 - Installation Statistics on Piles Anchor No. Floor or Wall Depth Below Floor ft P-1 Floor 12 P�2 Floor 11.5 P-3 Floor 10 P-4 Floor 9.5 P-5 Floor 8.5 P-6 Floor 4 P-7 Floor 8.5 P-8 Floor I I P-9 Floor 11 P-10 Floor 12 P-1 I Floor 12 P-12 Floor I I P-13 Wall 10 P- 14 Wall 10 P-15 Wall 9 P-16 Wall 10 P-17 Wall 10 P-18 Wall I I P-19 Wall 10 P-20 Wall 11 P-21 Wall 12 P-22 Wall 11 P-23 Wall 14 P-24 Wall 10 P-25 Wall 10 P-26 Wall 10 P-27 Wall 10 P-28 Wall 10. P-29 Wall 10 C Final Letier 5 HWA GEOSCIFNCES INC. A-16 A-15 A-1 . A-2 A-3 A-4 A-5 Not to Scale N 10 Figure 1 - Sketch of the House Foundations 0 -. v 0 HWAGEOSCIENCES INC. L April 19,2004 HWA Project No. 2004-035-21 1 MEET FILE RECEIVED Mr. John Eason 1h 23 525 74 Avenue West (Copy SEP 17 2004 Edmonds, Washington 98026 PERMIT COUNTER Subject: GEOTECHNICAL REPoRT '-rm Mra> Residence Underpipning_____ Z, er— THI 5 h to Dear Mr. Eason; This report presents the results of a geotechnical investigation, undertaken to determine the cause of settlement noted along your residence and to provide recommendations for stabilization of the residence at 23525 74 1h Avenue We3t in Edmonds, Washington (Figure 1). The purpose of this investigation is to determine the subsurface conditions in the vicinity of the house foundations, the magnitude of settlement taken place, and to make recomi-nendations for underpinning and releveling the house using AB Chance helical piles. Our work included: a site reconnaissance; surface elevation measurements across the living room, basement, and across the yard; subsurface explorations-, and engineering analyses to develop ou: results and conclusions. PROmcT DEsCRIPTION We understand that settlement has been observed by you and your wife since the time you purchased the house and that recently, increasing settlement and associated damage has been observed. The damage we documented included wall cracks above windows and in comers, stab cracking in the basement and garage, cracks in the fireplace chimney bricks, doors and windows that are hard to open (jammed shut by settlement), and cracking in the foundations. The settlement appears to be minimal or non-existent on the west and becomes more pronounced toward the east. It is our understanding that you have contacted several contractors and have decided to use Davis Construction who will use AB Chance Helical anchors. Therefore, we have not looked into other underpinning techniques. 1t is our understanding that when you purchased the house several years ago that it had about 2 inches of differential settlement from west to east. There had been some remodeling done while the house was in that condition. Recently, perhaps within the past 19730 - 64th Avenue w �Sufte 200: year, you have seen signs of additional cracking and movement and the house is about I inch farther out of level now. Lynnwood, WA 98,036i5957.. 774.0106--':':' . . . Tel: 425.. Fax:.:,425i��4.2�1 4': RPRO W1Y PIAN ING www�iwageqsdenai.o* Kok T _'Md Avr� 10, 2004 0 .1 0 nece I V e D HWA Project No. 20040"1 5-21 SEP 17 2004 SITE DESCRIPTION AND OBSERVATIONS PERMIT COUNTER The residence is located on the east side of 70 Avenue West., approximately 138 feet west of the shoreline of Lake Ballinger (Figures I & 2). Residential lots border the north and south of the property. The yard slopes eastward towards the lake and the house sits approximately 15 to 20 feet above the water level of the lake. Based on conversations with Mrs. Eason, we understand that a sawmill used to OQQUPY thC propgrty, Th; uprootcd gump of a large tree 0 along your southern property line was observed. The presence of old, burned wood was noted under the tree and intermingled in the roots. Additionally, burned wood and organic I matter was observed in the loose fill below your house foundations in our borings. SURVEY PCEADINGs ACROSS INSEDE OF HOUSE In order to assess the magnitude of settlement, survey readings were per -formed across the length of the inside of vour house, both upstairs across the living room and in the basement below the kitchen area, to the south of the bottom of the stairs. The readings were performed using a laser level set on a rigid surface (tables, cabinets, etc.) while readings were obtained along a straight line across the house using a survey rod and adjustable laser eye. The results are shown on Figure 3 and show that the magnitude of total settlement across the house is practically the same upstairs and in the basement. The total difference between the west wall and east wall of the house is 0.29 feet upstairs and 0.3 )2 feet in the basement, with the settlement increasing towards the east. From Figure 3, it appears that settlement in the basement is minimal in the western 15 feet of the house and increases nearly linearly from there to the east wall. The upstairs appears to have minimal settlement in the western 5 feet and then to increase linearly toward the east. SUBSURFACE ExPLORATIONS The site was explored by means of 3 hand holes (designated HH- I through HH-3) and one Dynarnic Cone Penetrometer hole (designated DCP-4), the locations of which are shown in Figure 2. DCP tests were also performed in the hand holes. The DCP consists of a 17.5- pound hammer, free -falling 20 inches, which drives a 0.78-inch diameter, 600 cone into the soil. The connecting rods above the tip have a diameter of 0.63-inch. A measurement rod attached to the DCP allows the penetration per blow to be recorded. Correlations were used to convert the results of the DCP tests to Standard Penetration Test (SPT) results. The results are plotted on the borehole logs, Figures 5 through 7. All explorations were performed by an HWA geotechnical engineer. Pertinent information including soil description and engineering characteristics, stratigraphy, and ground water occurrence are recorded on the attached soil logs, Figures 6 through 8. A legend of the terms and symbols used on the exploration logs is presented in Figure 5. The stratigraphic contacts shown on the logs and cross-section represent the approximate boundaries between soil types; actual transitions may be more gradual. It should be noted that the soil' and ground water conditions depicted are only for the specific dates and locations keported and, therefore, are not necessarily representative of other locations and times. h is anticipated that water conditions will vary depending on seasonal precipitation, 2J040333 Geotech Lerterl.doc ? HWA GEOSCIENCES INC. April 19, 2004 HWA P roj ect No. 200403 5 -21 local subsurface conditions and other factors. SUBSURFACE CONDITIONS The geological map of the area "Geologic Map of the Edmontis East and Part of the Edmonds West Quadrangles, Washington " (Minard, 1983), indicates that the near -surface soil deposits in the area of the property consist of Advance Outwash, described as mostly clean, gray, pebbly sand with increasing amounts of gavel higher in the section. Advance outwash typically consists of dense, advance glacial outwash, deposited anci subseq ' uently overridden by the advancing glacier. Based on visual observations in our hand borings and interpretations from the DCP results, we believe that advance outwash was encountered in all of our explorations. Hand holes HH- 1 and HH-2 were performed along the eastem. wall of the house and revealed neariv identical subsurface eondifiong mmigfing of approRhately 6 feet of very looge to loose silty sand and gravel with burned wood debri's and organics over dense, native �;ilty sand and gravel, which we interpret as advance outwash. The footing of the house was exposed in HH-2. The bottom of the footing was approximately 16 inches below ground surface level. The footing extended 2.5 inches from. the stem wall and was approximately 4.5 inches thick. Ground water was noted between 5 and 6 feet below ground surface, near the contact between the fill and native soil in both excavations. Hand hole HH-3 was excavated along theriorth wall of the house as shown in Figure 2. The excavation revealed approximately 2 feet of loose, silty sand and gravel fill over pea gravel fill. The pea gravel fill was likely placed as sewer line bedding and backfill, as a steel utility pipe approximately 4 inches in diameter, was encountered resting on the top of the footing at a depth of approximately 2.7 feet below ground surface. DCP tests were performed at the top of footing level, just to the north of the footing and pipe. The tests indicated loose material (fill) to approximately 4 feet over dense material, which we interpret as outwash. A DCP test (DCP-4) was performed approximately 10 feet west of HH-3. This test revealed 1 loose/medium. dense soil to approximately 2.5 feet before encountering dense/very dense soil. A profile of the yard including the location of the house, bottom of footing and results of the hand holes and DCP tests is shown in Figure 4, Cross -Section A -A'. Based on this cross- section, it appears that the western approximately 1/3 of the house is supported on dense, native soil and that the eastern 2/3 of the house is situated on progressively thicker depths of loose fill. CONCLUSIONS AND REcoINIMENDATIONS GENERAL in our opinion, the foundation settlement appears to be a result of compression and degradation settlement. of loosely -placed, organic -rich, fill materials underlying the residence. Granular soil, such as the fill, ty ically compresses immediately or very shortly I p I 2004035 Geotech Lenerl.doc 3 HWA GEOSCIENCES INC. 0 .. I . 0 April 19, 2004 HWA rrojcot N10. Z004035-;1 after it is loaded. Thus, it is likely that a significant amount of the settlement occurred during and shortly following original construction. Organic materials, such as wood and roots that are trapped within a fill, tend to decompose slowly over time, in response to varying moisture and temperature conditions. Such degradation results in long-term settlement. Because the loose fill has significant amounts of organic matter, we conclude that a portion of the settlement has likely occurred over an extended time period due to degradation of organic materials. Organic degradation settlements will continue to occur over time. UNDERPINNING Our excavations at the east end of the house encountered approximately 6 feet of loose, silty, gravelly sand fill with areas containing abundant wood and burned wood debris, underlain by native, dense outwash sand and gravel. In order to provide vertical support for the house and prevent future settlement, we recommend underpinning the entire eastern wall of the house and at least portions of the north and south walls. The thickness of the loose fill varies from about 6 feet under the east wall to nothing part way back to the west. At shallow depths, it may be more cost effective to excavate the fill under the footing and fill the hole with lean concrete or CDF. We recommend that underpinning start on the east side of the house and that the mode of underpinning change from helical piles to undercut and backfill at the point where the contractor establishes that it would be more cost effective. We also recommend that the chimney foundation be underpinned at each comer. AB CHANCE HELICA.L PILE DESIGN CONSIDERATIONS The following recommendations support the installation of helical anchors by Davis Construction. Helical anchors are installed using a hydraulic torque head, and screwed into the ground until a threshold torque is reached. Load -carrying capacities of helical anchors depend largely on helix configurations, soil characteristics and the maximum torque applied during installation. We have calculated the allowable load on the east wall footing was less than 2,000 pounds per foot. The stem walls are concrete and more than 8 feet high, however, they were not designed for point load support. Therefore, we recommend that the piles be located an average of 8 feet, and no more than 9 feet, apart. The maximum design load of each pile is therefore less than 18,000 pounds. In our opinion, AB Chance helical piles with a standard 8, 10 and 12 inch lead section and a standard 1-1/2 inch square shaft can be installed to carry an allowable load capacity of 25 kips each. This will require a torque of at least 2,500 ft-lbs, which we believe, is attainable in'the underlying advance outwash soils. Standard AB Chance mounting brackets designed by AB Chance to be used with the 1- 1/2 inch diameter rods should be used to attach the rod to the footing. 2004035 Geotech Letter' Ldoe 4 HWA GEOSCIENCES INC. April 19, 2004 HWA ProjQgt No, ZQQ4035-21 The anchors should be placed approximately as shown on Figure ' ). Exact locations can vary based on field conditions and obstructions encountered during installation. It is our understanding that the work will be done in accordance with these recommendations. 0 CONSTRUCTION CONSIDERATIONS There is a potential that the anchors may hit obstructions in the fill (such as wood debris or cobbles). If an obstruction is encountered that cannot be passed, then the anchor should be withdrawn or abandoned in place, and another anchor should be relocated 1. to 2 feet away. An HWA geotechnical engineer should be present during construction to confirm that the anchors are installed in accordance with our recommendations, and to provide revised recommendations should conditions encountered during construction vary from those anticipated. Once the anchors have been installed and the building has been lifted, the excavated area around each anchor and bracket assembly should be backfilled with lean concrete or controlled density backfill (CDF). All existing and new concrete cracks should also be filled. All existing and any new concrete cracks. in the concrete should be repaired with a concrete crack -filling compound after the underpinning work is complete. CONSTRUCTION SPECIFICATIONS This report is written as a geotechnical engineering report. It is our understanding that the owner has chosen a contractor and that both agree thatthe recommendations contained herein are the way the project should be completed. It is also our understanding that HWA will be retained to do the construction observations. Therefore, the ' se recommendations could be considered construction specifications ',or purposes of obtaining a permit. CONDITIONS AND LEMTATIONS We have prepared this letter report for use by John Eason and his designated agents for use in underpinning the residence at 23525 74 th Avenue West in Edmonds, Washington. This report should be provided to prospective contra6tors for their bidding or estimating purposes, but conclusions and interpretations included in this letter report should not be construed as our warranty of the subsurface conditions. Experience has shown that soil and ground water conditions can vary significantly over small distances. Inconsistent conditions can occur between explorations and may not be detected by a geotechnical study, If, during future site operations, subsurface conditions are encountered which vary appreciably from those described herein, HWA should be notified for review of the recommendations of this letter report, and revision of such if necessary. 2004035 Geatech Letterl.doc THWA GEOSCIE ICES INC. April 19, 2004 HWA Project No. 2004035-21 This report is issued with the understanding that it is the responsibility of the owner to ensure that the information and recommendations contained herein are brought to the attention of the appropriate design team personnel and incorporated into the project plans and specifications. It Is also the owner's responsibility to see that the necessary steps are taken to verify that the contractor and subcontractors carry out these recommendations in the field. In this regard, we recommend that HWA be retained to review the plans and specifications. We also recommend that HWA be retained to monitor the geotechnical aspects of construction. The scope of work did not include environmental assessments or evaluations regarding the presence or absence of wetlands or hazardous substances in the soil, surface water, or ground water at this site. This firm does not practice or consult 'in the field of safety engineering. We do not direct the contractor's operations and we cannot be responsible for the safety of personnel other than our own on the site; the safety of others is the responsibility of the contractor. The contractor should notify the owner if any of the recommended actions presented herein are considered unsafe. 2004035 Geotech Letterl.doc 6 HWA GEOSCIENCES INC. April 19,2004 HWA Project No. 200403 5-21 N�18 We appreciate the opportunity to be of service. If you have any questions or concerns, please do not hesitate to contact us. Sincerely, HWA GEOSCIENCES INC. WPIRES 03/18/0(- Bryan K. Hawkins, P.E. Thomas C. Kinney, P.E. Geotechnical Engineer Principal Geotechnical. Engineer Enclosures: Figure I Vicinity \4.ap Figure 2 Site and Exploration Map Figure 3. Settlement Chart Figure 4 Cross Section A -A' Figure 5 Legend of Terms and Symbols used on the Exploration Logs Figures 6-8 Logs of Explorations HH- I through HH-3 BKH:TCK:bkh 2004035 Geotech Letterl.doc 7 HWA GEOSCIENCES INC. V 7#, `2 _:37 77--. 177 > b -f-rk m —7cD li -..Edmonds! -2� `2` N 9rdale cr 1p, T IT S E 77i lUCA16' % NI M*o**unt g -:T er a . it ---- ------- Tl lip" v 4, it 242nc 04' Shore —40 .7 L M a 11 HMGMSaENM INC . _7-4p 7,� 7,1177, < M. ru 1,�, NOT -10 SCALE VICINITY IMAP DRAWN BY K5 EASON RESIDENCE CHECKED 8-� '(S STRUMRE STABILIZATION FATE PROJECt WC. 23525 74TH AVE W. 4.02.04 2004-035 EDMONDS,-WASHINGTON 1 REV 00 K45 4112004 0' 1 C), 20' 40' 7= SCALE: 1 "=20' w (L 0 w X 0 ±173'TO WATER LEGEND HH-1 HAND HOLE DESIGNATION AND APPROXIMATE LOCATION DCP-4 ACP DRIVEWAY v DYNAMIC CONE PENETRATION TEST DESIGNATION AND APPROXIMATE LOCATION 0 PROPOSED CHANCE ANCHOR LOCATION - 7-8- CONCPEM, LOAD BEARING WALL A A' SECTION DESIGNATION AND LOCATION DCP-4 PORCH A GARAGE FENCE 7411-1-1 AVE W. EASON RESIDENCE STRUCTURE STABILIZATION 23525 74TH AVE W. EDMONDS. WASHINGTON SITE AND EXPLORATION PLAN Ll ry ic cf., kwN Ar -CKEO ol 2-- PROJECT NO. 4.02.04 2004-035 0.35 0.3 0.25 M I IA 0.15 E 0.1 0.05 0 -0.05 Figure 3. Settlement Across House (East-West) 5 1 0 15 20 25 30 Length Across House, feet (starting at west wall) s Basement —a— Upstairs Living Room RELATIVE DENSITY OR COTSTENCY �ERSUSSPT N-VALUE COHESIONLESS SOILS COHESIVE SOILS Approximate Approximate Density N (blowsift) Relative Density(%) Consistency N (blowsift) Undrained Shear Strength (pso Very Loose 0 to 4 0 15 Very Soft 0 to 2 <250 Loose 4 to 10 15 35 Soft 2 to 4 250 - 500 Medium Dense 10 to 30 35 65 Medium Stiff 4 to 8 500 1000 Dense 30 to 50 65 85 Stiff 8 to 15 1000 2000 Very Dense over 50 85 100 Very Stiff 15 to 30 2000 4000 1 Hard I over 30 �4000 USCS SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP DESCRIPTIONS Coarse Gravel and Clean Gravel GW - Well -graded GRAVEL Grained Gravelly Soils (little or no fines) 0 15 � - Soils 0 oc GP Pooriy-graded GRAVEL More than 3 50% of Coarse Gravel with GM Silty GRAVEL Fraction Retained Fines (appreciable on No. 4 Sieve amount of fines) GC Clayey GRAVEL Sand and Clean Sand sw Well -graded SAND More than Sandy Soils (little or no fines) SP Poorly -graded SAND 50% Retained 50% or More on No- of Coarse Sand with sm Silly SANC 200 Sieve . Fraction Passing Fines (appreciable Size No. 4 Sieve amount of fines) sclClayey SAND ML SILT Fine Silt Grained and Liquid Limit CL Lean CLAY Soils Clay Less than 50% OL Organic SILT/Organic CLAY MH Elastic SILT 50% or More Silt Liquid Limit Passing and 50% or More CH Fat LAY No. 200 Sieve Clay Size OH Organic SILT/Organic CLAY Highly Organic Soils I it PT PEAT COMPONENT DEFINITIONS COMPONENT SIZE RANGE Boulders Larger than 12 in Cobbles 3 into 12 in Gravel 3 in to No 4 (4.5mm) Coarse gravel 3 in to 314 in Fine gravel 3/4 in to No 4 (4.5mm) Sand No. 4 (4.5 mm) to No. 200 (0.074 mm) Coarse sand No. 4 (4.5 mm) to No. 10 (2.0 mm) Medium sand No. 10 (2.0 mm) to No. 40 (0.42 mm) Fine sand No. 40 (0.42 mm) to No. 200 (0.074 mm) Silt and Clay Smaller than No. 200 (0.074mm) TESTSYMBOLS %F Percent Fines AL Atterberg LimiTs: PL = Plastic Limit LL = Liquid Limit CEIR Califomia Bearing Ratio CN Consolidation DID Dry Density (pco DS Direct Shear GS Grain Size Distribution K Permeability MD Moisture/Density Relationship (Proctor) MR Resilient Modulus PID Photoionization Device Reading PP Pocket Penetrometer Approx. Compressive Strength (tsf) SG Specific Gravity TC Triaxial Compression TV Torvane Approx. Shear Strength (ts� UC Unconfined Compression .SAMPLE TYPE SYMBOLS 2.0" 00 Split Spoon (SPT) - (1140 lb. hammer with 30 in. drop) Shelby Tube 3-1/4" OD Split Spoon with Brass Rings 0 S all Bag Sample Large Bag (Bulk) Sample Core Run Non-standard Penetration Test (3.0" OD split spoon) GROUNDWATER SYMBOLS Groundwater Level (measured at time of drilling) T Groundwater Level (measured in well or open hole after water level stabilized) COMPONENT PROPORTIONS PROPORTION RANGE DESCRIPTIVE TERMS < 5% Clean 5-12% Slightly (Claye y, Silty, Sandy) 12-30% Clayey, Silty, Sandy, Gravelly 30-50% Very (Clayey, Silty, Sandy, Gravelly) Components are arranged in order of increasing quantities. NOTES: Soil classifications presented on exploration logs are based on visual and laboratory observation. Soil descripfions are presented in the following general order. Densitylconsistency. color, modirier (if any) GROUP NAME, additions to group name (if any), moisture content. Proportion, gradation, and angularity of constituents, additional comments. (GEOLOGIC INTERPRETA TION) Please refer to the discussion in the report text as well as the exploration logs for a more complete description of subsurface conditions. ULWA I HWAGEOSCIENCES INC Eason Residence 23525 74th Avenue W Edmonds, Washington MOISTURE CONTENT DRY Absence of moisture, dusty. dry to the touch. MOIST Damp but no visible water. WET Visible free water, usually soil is below water table. LEGEND OF TERMS AND SYMBOLS USED ON EXPLORATION LOGS PROJECT NO.� 2004035 FIGURE- 5 LEGEND 2004035.GPJ 4/12104 DRILLING COMPANY: HWA GeoSciences DRILLING METHOD: Hand Auger SAMPLING METHOD: Grab Samples LOCATION: See Figure 2 V) L) _j 0 0 in Co U) CL :2 () W >_ U) 0 Cn 0— - 5 10 DESCRIPTION AM ACE ELEV;TION: feet DAWTARTED: 3119/2004 DATE COMPLETED: 3/19/2004 LOGGED BY: B. Hawkins W W L) z of Non -Standard Penetration Resistance Q_ Co 2 1.- W (17.6 lb. weight, 20" drop) in U) W i­_ z 0 A Blows per foot W W W W z 2� 3: W Z: Z) 0 V) < U) W (L :a 0 of (D 0 10 20 30 40 SO GM Medium dense. brown, silty, fine to medium sandy, fine to 3, coarse GRAVEL and COBBLES, moist. 0 [FILL) OT 1, 1� _6 Color grades dark gray. SM ............. Loose, brown and black, fine to coarse gravelly, silty, fine to medium SAND, moist. Black, burned wood debris and organics noted. Loose, olive brown and tilac lk, silty, sandy, fine to coar se GM T GRAVEL, moist. Loose, brown and black. fine to coarse gravelly, silty, fine to S M medium SAND, moist becoming wet. Abundant burnt wood debris. OTGM Very loose. brown and black, very silty, sandy, fine to coarse GRAVEL, wet Black burnt wood debris noted. 3 :i' GM Dense, tan, silty, sandy, fine to coarse GRAVEL, wet. a [OUTWASHI Total depth = 6.5 feet. Ground water measured at 5.5 feet approximately 2 hours after excavation. (�oTE: This log of subsurface conditions applies only at the specified location and on the date indicated . and therefore may not necessarily be indicative of other times and/or locations. 1 10 0 20 40. 60 80 100 Water Content (%) Plastic Limit i 0 Liquid Limit Natural Water Content Eason Residence BORING: 23525 74th Avenue W HH-1 PAGE: 1 of 1 fiMGEOSCIENCES INC Edmonds, Washington PROJECT NO.: 2004035 FIGURE: 6 BORING 2004035.GPJ 4/12/04 DRILLING COMPANY: HWA GeoSciences DRILLING METHOD: Hand Auger SAMPLING METHOD: Grab Samples LOCATION: See Figure 2 U) 0 a: 0 (n C13 U) :F U W >- U) 0 U) D DESCRIPTION 0-1 1 5- 1 '10— ELEVATION: feet SM Loose, brown, sifty. gravelly SAND, moist. [FILL] Me d ium dense, brown, silty, sandy, fine to coarse GRAVEL GM C to gravelly SAND, moist. r 3, Bottom of house footing at 16 inches below ground surface. Loose, olive gray, silty, fine to coarse gravelly. fine to GM medium SAND. moist. Burnt wood debris at 3.75 feet. Loose. brown and black, fine to coarse gravelly, silty, fine to SM medium SAND, moist- Abundant black burnt wood debris. . . .......... I ........ Very loose. red brown, silty. fine to coarse gravelly. fine to GM medium SAND, moist- Dark brown organics and wood debris noted. Very loose, dark brown, silty, fine to medium SAND, wet. SM, Organics noted. Grading tan at 6 feet- SM Dense, tan, silty. fine to coarse gravelly, fine to medium SAND, wet. [OUTWASH] Total depth = 6.75 feet - Ground water at 6 feet approximately 1 hour after excavation. DAWARTED: 3119/2004 DATE COMPLETED: 3/19/2004 LOGGED BY: B. Hawkins W W W U z Ir W Non -Standard Penetration Resistance W co a- 2 < U) < (17.6 lb. weight. 20" drop) D (n U) W F- 0 A Blows per foot W W W a- 2� W Lu Of Q- W 'U U) U) CL ca 0 (D 0 10 20 30 40 50 01 r—O OTE:, This log of subsurface conditions applies only at the specified location and on the date indicated and therefore may not necessarily be indicative of other times and/or locations. — 10 0 20 40 60 80 100 Water Content (%) Plastic Limit ! 0 Liquid Limit Natural Water Content Eason Residence BORING:, 90A 23525 74th Avenue W -HH-2 PAGE: 1 of 1 fMGEOSCIENCES INC Edmonds, Washington. PROJECT No.: 2004035 FIGURE: 7 BORING 2004035.GPJ 4112104 [DRILLING COMPANY: HWA GeoSciences WFACE ELEVATION: feet DWTARTED: 3/19/2004 DRILLING METHOD: Hand Auger DATE COMPLETED: 3/19/2004 SAMPLING METHOD: Grab Samples LOGGED BYi B. Hawkins LOCATION: See Figure 2 En 0 _J 0 En ca (n W 0 >_ (n. V) D DESCRIPTION 0][41.GM1 Loose, brown, silty, sandy, fine to coarse GRAVEL. moist. [FILL1 GP Loose, fine GRAVEL. moist. J o3 [PEA GRAVEL DRAIN ROCK FILL] 0 Top of metal pipe (sewer line) at 2.5 feet. Pipe is resting on r 'es house footing. Top of footing at 2 feet 8 inches below round surface. Refusal on pipe/footing at 2.67 feet. No ground water encountered during excavation. bCP test performed at footing level. just to north of footing. 5- 1 10- Ix W U w ca z — w ui CL - < 0 a] (n < D Z U) w in- .- W W _J _J W " z W 2: Z) 0 < < w 0 Q� U) U) a- Z 0 () 0 0 NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated and therefore may not necessarily be indicative of other times and/or locations. Non -Standard Penetration Resistance (17.6 lb. weight, 20" drop) A Blows per foot Q_ W 10 20 30 .40 50 0 ox 5 1, L_ 10 20 40 60 80 00 Water Content (%) Plastic Limit i 0 Liquid Limit Natural Water Content BORING: 00 1 Eason Residence HH-3 23525 74th Avenue W HWAGEOSCIENCES INC Edmonds, Washington PAGE: 1 of 1 PROJECT NO.: 2004036 FIGURE: 8 BORING 2004035.GPJ 4/12/04 IA 5Z AV "_(stv 110 . . . . . . . . . . .. . . . . . . . . ... . . . . . . . .. . . UJ < U) . . . . . . . . . . . . . . . . . -i L� _J . . . . . . . . ... . . . . . . . . . . . . . . . . --iio 5 < 3; 0 U) 7 1-- LLI LL o V) < LL uj 0 100 . . . . . . . . . .. ... . . . . . . . . .. . . . . . . . . sn . . . . . . . . . . . . . . . . . . .. . . . . . --loo Q EXISTING 7- T GROUND SURFACE LOOSE SILIFY, 90 . .................. BOTTOM OF .............. ? SAND AND GRAVEL VVITH OR6A'NICS' FOOTING. (FILL) Lu w DENSE SILTY -------- LU SAND AND GRAVEL ---------- LLJ z (OUTWASH) 0 z 80 . < .................................................... 0 80 Lli > _j Lij LU Lli 70 ................................ ........ ...... -4-70 LEGEND I? HORIZONTAL SCALE: 1"=10' HAND HOLE DESIGNATION 0, 5' 10' 20' 60 . . . . . ... . . . . . . . . .. . . . . . . . . . . . . . . . . .......... 0, 5' 10' 20' 60 — ------ INFERRED GEOLOGIC CONTACT VERTICAL SCALE: 1 10' BOTTOM OF BORING 50 --J— - . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . so . . . . . . . . . . . . .. . . . EASON RESIDENCE CROSS SECTION DRAWN BY FIGURE NO. 4 HMIGEOSCIENCES INC STRUCTURE STABILIZATION A CHECKED BY DATE PROJECT NO. 23525 74TH AVE W. -A' EDMONDS, WASHINGTON 4.02.04 2004-035 ;Z35Q5W'*AVC r�F, <f4 A-L- f� n C�Q S /L ,3) F,+C 4 - f 7 Va Ag�/r, '-, e' - 14 SUBMIT ALL SPECIAL INSPECTION REPORTS TO CITY BUILDING INSPECTOR ON A WEEKLY BASIS CITY OF EDMONDS BUILDING DEPARTMENT 'qFORK-- I � i � �ga� :ADDRESS.'r-.355 5 OWNER- �!�PPROVED DATE LDG. OFFICIAL PERMIT.N", Lz -0 ug; � - , Federal Emergency Management Agency Washington, D.C. 20472 JUN 2 91999 SEP PERMIT Mr. John R. Eason Case No.: 99-10-392A COL/wcR 23525 74dAvenue West Community: City of Edmo s Washington Edmonds, WA 98026 Community No.: 530163 Dear Mr. Eason: this is in reterence toa request thatme rederal rmergencyivianagement gency (FEMA) determine if property is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a I -percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property, andour determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. If you have any questions about this letter o r any of the enclosures, please contact the FEMA Map Assistance Center toll free at 1-877-336-2627 (FEMA MAP) or by letter addressed to the FEMA LOMA DEPOT, 3601 Eisenhower Avenue, Suite 600, Alexandria, VA 22304-6439. Sincerely, STREET FILE Matthew B. Miller, P.E., Chief Hazards Study Branch Mitigation Directorate List of Enclosure(s) 0 LOMA Determination Letter; Pages I & 2 FF-K cc: Commun ity Map Repository -511V6-e Fi9�ia4 AA_ )`� -NOT— State NFIP Coordinator Regional Director RIO-MT bVWF_� FtOw- Z�'P_ AV Page 1of2 JUN 2 9 1999 base No.: 99-10-392A LOMA Federal Emergency Management Agency Washington, D.C. 20472 0 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION A portion of Government Lot 5, Section 32, Township 27 North, Range East, Willamette Mefidian, as described as in the Statutory Warranty Deed recorded as Insh-ument No. 9507110223 in Book 3047, Pages 2354 through City of Edmonds, Washington 2361, in the Office of the County Auditor, Snohomish County, Washington COMMUNITY COMMUNITY NO: 530163 NUMBER: 0005 D NAME: City Of Edmonds, MAP PANEL AFFECTED Washington DATE: February 19, 1986 APPROXIMATE LATITUDE& LONGITUDE: 47.785924, -122.332999 FLOODING SOURCE: Lake Ballinger SOURCE OF LATITUDE & LONGITUDE: OFF THE SHELF SOFTWARE DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST LOWEST WWA—TIS BLOCK/ NEW CHANCE ADJACENT FLOOR LOT LOT SECTION SUBDIVISION STREET ADDRESS REMOVED FLOOD FLOOD GRADE ELEVATION ELEVATION FROM THE ZONE ELEVATION ELEVATION (NGVD) (NGVD) SFHA (NGVD) (NGVD) 5 N/A Section 32 23525 74h Avenue structure C 280.0 feet 290.9 feet N/A NIA West Special Flood Hazard Area (SFHA) — The SFHA is an area that would be inundated by the flood having a 1 -percent chance of being equaled or exceeded in any given year (base flood). ADDITIONAL CONSIDERATIONS (if the appropriate box is checked, please refer to the aDpropriate section on Aftachrne.rA 11 []I. PROPERTY DESCRIPTION (CONTINUED) 6. STUDY UNDERWAY E] 2. DETERMINATION TABLE (CONTINUED) 7. FILL RECOMMENDATION 3. PORTIONS REMAIN IN THE FLOODWAY 8. PORTIONS REMAIN IN THE SFHA 4. INADVERTENT INCLUSION IN THE FLOODWAY 5- ZONE A This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we determined the structure on the property is not located in the SFHA, an area inundated by the flood having a I -percent chance of being equaled or exceeded in any given year (base flood). This document amends the effective NFIP map to remove the structure from the SFHA: therefore, the federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan- A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at 1-877-336-2627 (FEMA MAP) or by letter addressed to the FEMA LOMA DEPOT, 3601 Eisenhower Avenue, Suite 600, Alexandria, VA 22304-6439. Matthew B_ Miller, P.E., Chief Hazards Study Branch Mitigation Directorate Version 1.0 217852205101105130392 Page 2 of 2 1 Mr I JUN 291999 mrase No.: 99-10-392A LOMA Federal Emergency Management Agency Washington, D.C. 20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT I (ADDITIONAL CONSIDERATIONS) 5. ZONE A The NFIP map affecting this property depicts the SFHA (Zone A) deten-nined using the flood data available, but without performing a detailed engineering analysis or establishing base flood elevations. Determinations based on these flood data are approximate and subject to change. 8. PORTION'S OF THE PROPERTY REMAIN' PNI THE SFHA The Determination Document has removed the subject of the determination from the Special Flood Hazard Area (SFRA). However, portions of the property may remain in the SFHA. nerefore, any future construction or substantial improvement on the property remains subject to Federal, State, and local regulations for floodplain managemenL This attachment provides additional information regarding this request- If you have any questions about this attachment, please contact the Federal Emergency Management Agency Map Assistance Center toll free at 1-877-336-2627 (FEMA MAP) or by letter addressed to the FEMA LOMA DEPOT, 3601 Eisenhower Avenue, Suite 600, Alexandria, VA 22304-6439- Matthew B. Miller, P-E., Chief Hazards Study Branch Mitigation Directorate Versionl.O 217852205101105130392 0 0 CrummLand MMM�3& war a A.-Curpla Afinancial seroices company of First BaNuKo October 18,1999 JQVn R. Eason Jaymle C. Schade 23525 74h Avenue West Edmoud,Wk 98026 Property address: 23525 74" Avenue West Edmonds, WA 98026 RE: CMC Loan Number. 0008264723 9 e - PO I icy /t/,, --, Le� : 5-,Z,6 - 2. -3 - ( o Dear Mortgagors: I am sending this letter to you In your response to cancel your flood Insurance. We have received Information from First American Flood, Data Services, Community number 530163, Panel number 0005 D, Flood zone (C*) Certification number 9801363868. Map date 02-19-86. We received Information stating that you property has been remapped and your house Is no longer In a required flood zone, all structures are out. Please feel free to cancel your floodinsurance. If you have any question concerning this letter please feel free to call the number listed below. SincereIL- . C�eu Julia Hintze Insurance Representative Toll Free: (800) 446-3300 CrossLand Mortgage Corp 3902 South State Street Salt Lake City, Utah 84107 Telephone 801-269-7600 A financial services company of First Security Bank Equal Housing Opportunity Lender RO BORROWER OF SPECIAL FLOOD HAZARD FLOOD NOTICE Borrowers Name(s): JOHN R. EASON JAYMIE C. SCHADE Property Address: AND FEDERAL DISASTER ASSISTANCE Date: 1/23/98 Flood Certification #: X Mailing Address: 23525 74TH AVENUE W, 23525 74TH AVE W EDMONDS, WASHINGTON 98026 EDMONDS, WA 98026 Notice to Borrower of Special Flood Hazard 91 You are hereby notified that the subject property described above is NOT located in an area designated by the Director of Federal Emergency Management Agency as a special flood hazard area. In the event a redetermination of the subject property's location relative to special flood hazard area changes, flood insurance may be required. At such time you will be given written notification. 0 You are hereby notified that die sub ect property is located in an area designated by the Director of Federal Emergency j management Agency as a special flood haza d area. This area has a I % chance of being flooded within any given year. The risk of exceeding the I % chance increases with time periods longer than one year. For example, during the life of a 30 year mortgage, a structure located in a special flood hazard area has a 26% chance of being, flooded. Notice to Borrower About Federal Flood Disaster Assistance V.) Notice in Participating Communities The subject property securing your loan is located in a community which is now participating In the National Flood Insurance program. In the event your property is damaged by flooding in a Federally declared disaster, Federal disaster relief may be available. However, such relief will be unavailable if your community is not participating in the National Hood Insurance Program at the time such assistance would be approved (assuming your community has been identified as flood -prone for at least one year). This assistance, usually in the form of a loan with a favorable interest rate, may be available for damages incurred in excess of your flood insurance. 0 Notice in Non -Participating Communities Ile subject property securing your loan is located in a community which is not participating in the National Flood Insurance Program. This means that you are not eligible for Federal flood insurance. In the event your property is damaged by flooding In Federally declared disaster, Federal disaster relief will be unavailable (assuming your community has been identified as flood -prone for at least one year). Federal flood disaster relief will be available only if- your community is participating in the National Flood Insurance Program at the time such assistance would be approved. Certification by Under A6�1_ _�9 k _)�13 -1 � WESTERN SUNRISE AKA CROSSLAND Date MORTGAGE CORP. Acknowledgement by Borrower FEDEREL EMERGENCY MANAGEMENT AGENCY Expires July 31,1999 NAMNAL FLOODINSURANCE PROGAIM AT-rEPMON: Use of this certificate does.noMovide a waiver of the flood Insurance purchas4%quirement. This form is used orgy to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper Insurance premium rate. and/or to support 2i request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of Information unless a valid OMB control number is displayed in the upper right comer of this form. Instructions for completing this form can be found on -the following pages. SECTION A PROPERTY INFORMATIO14 FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER Z o " v,1 k- -A Z-0 r,1 STREET ADDRESS (Including Apt.. Unit. Sulto ndfor B169- Number) 0 O� ROUTE AND BOX NUMBER COMPANY NAIC NUMBER e2 -WRI- AvF_ OTHER DESCRIPTIO4`4 (Lot and Block Numbers, etc.) -2— � V-0-V7. G ov,J� Lc;-r, Co 3 CITY F_x> fy10 t,�rv>s STATE ZIP CODE WA SECTION 8 FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COM - NUMBER 2- PANEL NUMBER 3. SUFFiX 4. DATE OF FIRM INDEX S. FIRM ZONE 6. BASE FLOOD ELEVATION 000 5 1 A (in AD Zones, use depth) 1 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): D�NGVD'290 Other (describe on back) .8. For Zones A or V, where no BFE is providled on the FIRM, and the community has established a BFE for this building site, indicate feet NGVD (or other FIRM dalum--see Section B, Item 7). .the community's BFE:1 1 120 .1-0-1 SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instruction844ndicale the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference ldvel I 2(a). FIRM Zones At -A30, AE, AH, and A (vAth BFE). The top of the reference level floor from the selected diagram is at an elevation —19JA 14 of LL - 11 feet NGVD (or other FIRM datunt.-see Section.13, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of! I U feet NGVD (or other FIRM datum ---see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is I I UJ feet above 0 or belowEl !(check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is I I I. LJ feet aboveEl or below,E] (check one) the highest grade adjacent to the building. If no flood depth number is available, is the buildinys lowest floor (reference level) 3levated in accordance with the community's ftoodplaln management ordinanca? [:1 Yes [_1 No E, Unknown 3. Indicate 11-9 elevation datum system used in determining the above reference level elev:.qons: X NGVD '29 0 Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is dillfeirent than that used an the FJRM isee Section B, Item 7], then convert the elevations to the datum system used on the FiRM and show the conversion equation under Comments an Page 2.) -4. Elevation reference mark used appears on FIRM: 0 Yes No (See Instructions on Page 4) 5. The reference level elevation is based on: actual construction 0 construction draivings .(NOTE. Use of construction drawings is only valid it the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post-constniction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the budding isAA_ IMPA teetNGVD (orother FIRM datum -see .Section B. Item 7). SECTION D COMMUNITY INFORMATION 1. It the community official responsible for verifying building elevafions specifies that the reference level indicated in Section 0, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's *lowest floor" as defined by the ordinance is: Li-a-L-U. Li feet NGVD (or other FIRM daturn-see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA+Drm 81-31, MAR 97 REPLACES ALL PREVIOUS EDMOINIS SEE REVERSE SIDE FOR CONW-4UA'nON SECTION E CERTIFICATION This certification Js to be signed by a land surveyor, engineer, or architect who is authorized by. state or local law to certify elevation information When the e r lovatiob inforrnalion for Zones A-I—A30, AE, AH. A (with l3FE),V1—V30.VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management Information, may also sign the certification. - In the case of Zones AID and A (without a FEMA or corpmunity issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features-11 the certifier is unable to certify to breakaway/non-breakaway wall. enclosure size, location of servicing equipment, area use. wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C. Item 1, must still be entered - I cerUfy that the information in Sections 8 and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 100 1. - TROrtAh"s C- &L'Ll")ACQ k—lco'�)-L- CERTIFIER'S NAME LICENSE NUMBER (or Atfix Seal) LAw-o Amocxmi-=s TITLE COMPANY NAME WE BO-AAAELL K r-- W. m W A ADORE CITY STATE ZIP CL qJ7 —49 15 — 9-111 s 'KIRE — ir,NA PHONE Copies should be made of this Certirlicate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: 1\J0 TOR-MA-"OKS CKT4 C)T-- tM6UW-TLN1(-1L 7-eRRACE 10�ff PT- - fAr-. WkLLVAW too qEAqZ- (I EN&IJT ELE ?-90 -0 SEC--q0 r'j C' ��em K10 -Z d ks L) SC .40,1. K) (1 V ID ON VAT" ON PILES, SLAB BASEWENT PIERS, OR 0oLuWdS A V A . A v ZONES ZONES ZONES ZONES ZONES 1h FIEFERENCE I in rRE—fE-A—EW-Ej BASE iEVEL rR-1— LEVEL 1A FLOOD v ELEVATK)k ..... BASE BASE AEF ENCE FLOOD FLOOD ELEVATM ELEVATXW FA—EFERE-N—CE] AWACEN LIEVEL c4UMIE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor - Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 September 8, 1975 Mr. Meredith Stokes 23525 - 74th West Edmonds, Washington 98020 Dear Mr. Stokes: Confirming discussions of September 3, forwarded herewith are the revised quit claim deeds for dedication of the West 20 feet of BradUy Road. Each pr6perty owner can insert his name on the deed as we have just indicated the appropriate last name based on our records on the upper right hand corner. Yours very truly, CITY OF EDMONDS LEIF R. LARSON, P.E. City Engineer LRL: rf Enclosures STREET FILE M E M 0 R A N D U M November 14, 1986 TO: Bob Alberts Bobby Mills FROM: Geri Tompkin s SUBJECT: LAKE BALLINGER SAMPLING I was requested by Bobby Mills and Archie'Br'ena'*.to sample at three locations on Lake Ballinger.in line with our sewer line. The results of the analysis of this sampling is as,follows: B. O_ D. FECAL 1.65 mg/l 3 z3t/1151117 ft0h., 23925 74th 2.5 mg/l 3 '24129*Beeson Pl. 1.75 mg/l 6 If you have any questions, please -contact me. GT/cr - cc: Archie Brena 41 ez 7Z j lei LU 0 4-1 .amm - --4 te ..... . ...... . C%1 - PR '301 lip 14. e_e, '711 "el 1,4 "AFL, 2 7 top 3>3 ZIP9 7 10 ET N" E CITY of EDMONDS Civic Center - Edmonds, Washington 98020 - Telephone (206) 775-2525 Office of the City Engineer July ?, 1975 Mr. Meredith Stokes 23525 - 74th West Edmonds, WA 98020 Dear Mr. Stokes: Enclosed are individual quit claim deeds for re -dedication of the west 30 feet for Bradley Road. Also enclosed is a drawing which depicts Bradley Road as legally described in the quit claim deeds. The names were left out so that the property owners can insert the correct names. The quit claim deeds need to be notarized and returned to this office. Yours very truly, CIT/Y�OF EDMONDS LEI R. LARSON, P.E. CiVY En�ineer 9 rf Enclosures July 2, 1975 Mr. Meredith Stokes 23525 - 74th West Edmonds, WA 98020 Dear Mr. Stokes: Enclosed are individual quit claim deeds for re -dedication of the west 30 feet for Bradley Road. Also enclosed is a drawinq which depicts Bradley Road as 4egally described in the quit claim deeds. The names were left out so that the property owners can insert the correct names. The quit claim deeds need to be notarized and returned to this office. Yours very truly, CITY OF EDMONDS LEIF R. LARSOU, P.E. City Engineer rf Enclosures il�-Ilzlv QUITCLAIM DEED The Grantor.... herein for the consideration of ..... RUt UA I .... benef i1s .... to ... be .... der.ime.d.... the receipt of which is hereby acknowledged, and also of benefits to accrue ............................................ by reason of laying out and establishing a public road through .................................... property, and which is hereafter described, do ...... convey, release and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road and highway, the following described real estate, including any interest therein which grantor may hereafter acquire, viz: A strip of land 30 feet in width, lyihq East and parallel and adjoining the East margin of the Pacific Northwest Traction Company right-of-way as described by Auditor's File No. 230959, said right-of-way strip being bounded on the North by the North line of the South 120 feet of Government Lot 5 in Section 32, T27N, R4E, WX and bounded on the South by the North margin of Bradley Road according to the plat of Lake Ballinger Land Company's Plat Subdivision No. I as recorded in Volume 9 of Plats on pages 57 and 58, records of Snohomish County, Washington. situated in the County of Snohomish, State of Washington. The Grantor.... hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the City of Edmonds Engineer's office as Survey No ...................... and to the perpetual maintenance of the same as a City Street, and waive.... all claim for damages of whatever kind which may be occasioned to adjacent land by the location, establishment, construction, drainage and maintenance of said street, and agrees and consents to the right of the City to make all necessary slopes for cuts and fills whenever they extend beyond the right-of-way line, upon above mentioned street, all in conformity with standard practices of City street construction, and to the same extent and purpose as if the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State ofWashington . ................................................................................................................................................................................................... Said covenants shall run with the land and be binding upon the grantor...., .................................... successors or assigns. Datedthis .................................................... day of ........................................................ ...... A.D., 19 ............ ......................................... I .................. * ....................................................... ................................................................................................................. QUITCLAIM DEED TheGrantor.... herein .............................................................. ................................................................................................................ .................................................................................................................................................................................................................................. for the consideration of ......... m.u.t u.a.1 .... b.e.n.e.f.l.t.s .... to .... b e d.erived ............................................................................................. .. .. .... .. . ... .... .... .. .... . .... .. the receipt of which is hereby acknowledged, and also of benefits to accrue ............................................ by reason of laying out and establishing a public road through .................................... property, and which is hereafter described, do ...... convey, release.and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road and,highway, the following described real estate, including any interest therein which grantor may hereafter acquire, viz: A strip of land 30 feet in width, lying east and parallel and adjoining the East margin of the Pacific Northwest Traction Company right-of-way as described by Auditor's File No. 230959, said right-of-way strip being bounded on.the North by the North line of the South 120 feet of Government Lot 5 in Section 32, T27N, R4E, WX and bounded on the South by the North margin of Bradley Road according to the plat of Lake Ballinger Land Company's Plat Subdivision No. 1 as recorded in Volume 9 of Plats on pages 57 and 58, records of Snohomish County, Washington. situated in the County of Snohomish, State of Washington. The Grantor.... hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the City of Edmonds Engineer's office as Survey No ...................... . and to the perpetual maintenance of the same as a City Street, and waive.... all claim for damages of whatever kind which may be occasioned to adjacent land by the location, establishment, construction, drainage and maintenance of said street, and agrees and consents to the right of the City to make all necessary slopes for cuts and fills whenever they extend beyond the right-of-way line, upon above mentioned street, all in conformity with standard practices of City street construction, and to the same extent and purpose as if the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State ofWashington . ............................... ............................................................................................................................. ..................................... Said covenants shall run with the land and be binding upon the grantor ..... .................................... successors or assigns. Datedthis .................................................... day of ............................... ..................................................................... A.D., 19 ............ ............. I ............................................... ............................ ........... ::.:: . ..... ................................................................................................................. QUITCLAIM DEED TheGrantor .... herein .............................................................. ................................................................................................................ ................... .............................................................................................................................................................................................................. for the consideration of ........ mutual .... �.eneffts ... U ... �e.Aeri.vkd ............................................................................................. the receipt of which is hereby acknowledged, and also of benefits to accrue ............................................ by reason of laying out and establishing a public road through .................................. property, and which is hereafter described, do ...... convey, release and quit -claim to the City of. Edmonds, State of Washington, for the use of the public forever as a public road and highway, the fol 1 owi ng descri bed real estate, i ncl udi ng any i nterest therei n whi ch grantor may hereafter acquire, viz: A strip of land 30 feet in -width, lying East and parallel and adjoining the East margin of the Pac ' ific Northwest Traction Company right-of-way as described by Auditor's File No. 230959, said right-6f-way strip being bounded on the North by the North line of the South 120 feet of Govern- ment Lot 5 in Section 32, T27N. R4E. W.M. and bounded on the South by the North margin of Bradley Road according to the plat of Lake Ballinger Land Company's Plat ' Subdivision No. 1 as recorded in Volume 9 of Plats., on pages 57 and 58, records of Snohomish County, Washington. '. situated in the County of Snohomish, State of Washington. The Grantor.... hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the City of Edmonds Engineer's office as Survey No ...................... and to the perpetual maintenance of the same as a City Street, and waive.... all claim for damages of whatever kind which may be occasioned to adjacent land by the location, establishment, construction, drainage and maintenance of said street, and agrees and consents to the right of the City to make all necessary slopes for cuts and fills whenever they extend beyond the right-of-way line, upon above mentioned street, all in conformity with standard practices of City street construction, and to the same. extent and purpose as if the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State ofWashington . ......................................................... .................................. ........ ... : ............................................................................. ............ Said covenants shall run with the land and be binding upon the grantor...., ................................. L.successors or assigns. Dated this .............. __ .................................. day of ............................................ ............................................ A.D., 19 ............ ................ ....................... I ........................................................... Z- X/o)/" (/:, /f/(' QUITCLAIM DEED TheGrantor.... herein .............................................................. ...................................... .. ......... ............................................................ ................................................................... .............................................................................................................................. : ............................... for the consideration of ..... qyt.u.al .... b.en.efils ... to ... b.e .... de.rlme.d ................................................................................................ the receipt of which is hereby acknowledged, and also of benefits to accrue ............................................ by reason of laying out and establishing a public road through .................................... property, and which is hereafter described, do ...... convey, release and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road and highway, the following described real estate, including any interest therein which grantor may her.eafter acquire, viz: A strip of land 30 feet in width, lying East and parallel and adjoining the East margin of the Pacific Northwest Traction Company right-of-way as described' by Auditor's File No. 230959, said right-of-way strip being bounded on the north by the North line of the South 120 feet of Government Lot 5 in Section 32, T27N, R4E, WX and bounded on the South by the North margin of Bradley Road according to the plat of Lake Ballinger Land Company's Plat Subdivision No. 1 as recorded in Volume 9 of Plats on pages 57 and 58, records of Snohomish.County, Washington. situated in the County of Snohomish, State of Washington. The Grantor.... hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the City of Edmonds Engineer's office as Survey No ..................... , and to the perpetual maintenance of the same as a City Street, and waive.... all claim for damages of whatever kind which may be occasioned to adjacent land by the location, establishment, construction, drainage and maintenance of said'stre6t, and agrees and consents to the right of the City to make all necessary slopes for cuts and fills whenever they extend beyond the right-of-way line, upon above mentioned street, all in conformity with standard practices of City street construction, and to the same extent and purpose as if the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State ofWashington . .............................................................................................................................. ................ __ ................................................ Said covenants shall run with the land and be binding upon the grantor ...... .................................... successors or assigns. Datedthis .................................................... day of ......................................................... I .......... *** .... . . ............ A*D.., 19 ....... ....................................... ....................................................................... ................................................................................................................. Stokes QUITCLAIM DEED TheGrantor.... herein .............................................................. .............. ................................................................................................. forthe consideration of .................................................................................................................................................................................... the receipt of which is hereby acknowledged, and also of.benefits to accrue ............................................. by reason of laying out and establishing a public road through .................................... property, and which is hereafter described, do ...... convey, release and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road andhighway, the following described real estate i -.including any interest therein which grantor may hereafter acquire, viz: A strip of land 20 feet in width, lying East and parallel and - adjoining the East margin of the Pacific Northwest Traction Company right-of-way as described by Auditor's File No. 230959, said right-of-way being bounded on the North by the North line of the South 120 feet of Government Lot 5 in Section 32, 1727N, R4E, WX and bounded on the South by the North margin of Bradley Road according to the plat of Lake Ballinger Land Company's Plat Subdivision No. 1 as recorded in Volume 9 of Plats on pages 57 and 58, records of Snohomish County, Washington. situated in the County of Snohomish, State of Washington. The Grantor.... hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the City of Edmonds Engineer's office as Survey No ...................... and to the perpetual maintenance of the same as a City Street, and waive.... all claim for damages of whatever kind which may be occasioned to adjacent land by the location, establishment, construction, drainage and maintenance of said street, and agrees and consents to the right of the City to make all necessary slopes for cuts and fills whenever they extend beyond the right-of-way line, upon above mentioned street, all in conformity with standard practices of City street construction, and to the same extent and purpose as if the rights herein. granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State - ,of Washington . ................................................................................................................................................................................................... Said covenants shall run with the land and be binding upon the grantor ..... ....... ............................ successors or assigns. Datedthis ..... .................... ...... ............. .... day of ............. ............... ..................................................................... A.D., 19 ............. S TO kE5 QUITCLAIM DEED TheGrantor .... herein .............................................................. ............................................................................................................... .................................. ............................................................................................................................................................................................... for the consideration of ........... M.UtMal ... ben.efits .. to ... be ... derimed ......................................................................................... the receipt of which is hereby acknowledged, and also of benefits to accrue ............................................ by reason of laying out and establishing a public road through .................................. property, and which is hereafter described, do ...... convey, release and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road th6 owing, escrIbe - e e and highway, " I o 11 1 --d ­ __�d r­A1-'state,,:.inc1uding any interest therein which grantor may hereafter acquire, viz: A strip of 1&nd. feet in width, lying East and parallel and adjoining the East margin of the Pacific Northwest Traction Company right-of-way as described by Auditor's File No. 230959, said right-of-way strip being bounded on the North by the North line of the South 120 feet of Government Lot 5 in Section 32, 1727N, R4E, WX and bounded on the South by the North margin of Bradley Road according to the plat of Lake Ballinger Land Company's - Plat Subdivision No. I as recorded in Volume 9 of Plats on pages 57 and 58, records,-�.of Snohomish County, Washington. situated in the County of Snohomish, State of Washington. The Grantor.... hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the City of Edmonds Engineer's office as Survey No ...................... and to the perpetual maintenance of the same as a City Street, and waive.... all claim for damages of whatever kind which may be occasioned to adjacent land by the location, establishment, construction, drainage and maintenance of -said street, and agrees and consents to the right of the City to make all necessary slopes for cuts and fills whenever they extend beyond the right-of-way line, upon above mentioned street, all in conformity. with standard practices of City street construction, and to the same extent and purpose as if the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State ofWashington . .................................................................. .................................................. ................................. : ........... I ....................... ....... Said covenants shall run with the land and be binding upon the grantor ..... .................................... successors or assigns. Datedthis .................................................... day of ...................... _ ........................................................................... � A.D., 19 ............ STATE OF WASHINGTON, ss. COUNTYOF .......................................................... Onthis .......................................... day of ............................................... ................................................ 119 ............. before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came ............................ : ............................................................... ..................................................................... - ........................................... ......... ......... tome known to be the ................................................................................................................................ of the .................................... ............................................ ............................. ........ the Corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said Corporation for the uses and purposes therein mentioned and on oath stated that ...... he ...... w .................... authorized to execute said instrument, and that the seal affixed is the seal of said Corporation. . IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year in this certificate above written. ................................................................................... I .......................... Notary Public in and for the State of Washington, residing at ............................................................. STATE OF WASHINGTON, Ss. COUNTYOF .............................................. ..... — ... 1� On this ................... ........................ day of ........................................................... 19 ............ , before me, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came ............................................................................... ......................................................................................................................................... ................... to me known to be the individual ---- described in and who executed the within instrument and acknowledged to me that ................................ signed and sealed the same as ................... ................................ free and voluntary act and deed for the uses and purposes therein mentioned. Witness my hand and seal the day and year first above written. ................................................................................... ............................. Notary Public in and. for the State of Washington, residing at .... ----------------------------------------------------------------------- �T4 :14 0 : 0 E-4 0 0 1 — : 0 0 r. M rA 0 P4 0 Z 0 0 V1 Cd P4 0 4J 0 0 P4 ;> 0 : Ul Cd 0 Cd 4J Q Cd 0 0 Cd 1. 0, 91 - . 1� 5/1'�/69 Received by: RF Mr. Robert Winslow 23519 - 74th,Ave. W. 776-4703 Mr. Winslow has received a,tax statement for some property he feels must be .the street. He has never receive I d,this particular statement before and is waiting to hear from -us before he pays it. Legal description on tax statement: RT-21 Sec 32, Twp 27, Range 4 Th ptn Govt Lot 5, Sec 32, T27" 9 R4, ly btw E ln of N 75 ft. in width Lot 6 and W'ln 33 ft r/w PNW Tr. Co. wh pnt sd Govt Lot 5 lies Sly of N_ln sd Lot 6. Lawrence . . . . . . . . . . . . . . . QUITCLAIM DEED TheGrantor .... herein .............................................................. ................................................................................................................ .................................................................................................................................................................................................................................. forthe consideration of ................................................................................................................................................................................... the receipt of which is hereby acknowledged, and also of benefits to accrue ...................................... : ..... by reason of laying out and establishing a public road through .................................. property, and which is hereafter described, do ...... convey, release and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road and highway, the following described --real estate, including any interest therein which grantor may hereafter acquire, viz: A strip of land 20 feet in width, lying East and parallel and adjoining the East margin of the Pacific Northwest Traction Company right-of-way as described by Auditor's File No. 230959, said right-of-way strip being bounded on the north by the North line of the South 120 feet of Government Lot 5 in Section 32, T27N, R4E, W.M. and bounded on the South by the North margin of, Bradley Road according to the plat Of Lake Ballinger Land Company's Plat Subdivision No. 1 as recorded in Volume 9 of Plats on pages 57 and 58,.records of Snohomish County, Washington. situated in the County of Snohomish, State of Washington. The Grantor.... hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the City of Edmonds Engin6er's office as Survey No ...................... and to the perpetual maintenance of the same as a City Street, and waive.... all claim for damages of whatever kind which may be occasioned to.adjacent land by the location, establishment, construction, drainage and maintenance of said street, and agrees and consents to the right of the City to make all necessary slopes for cuts and fills whenever they extend beyond the right-of-way line, upon above mentioned street, all in conformity with standard practices of City street construction, and to the same extent and purpose as if the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State ofWashington . ........... ........................................................................................................................................................................................ Said covenants shall run with the land and be binding upon the grantor...., .................... ............... successors or assigns. Datedthis .................................................... day of .................................... ............................................................... A.D., :19 ............ dea1y QUITCLAIM DITED TheGrantor .... herein ....................... ...................... : ............... ..... ...................................... ................. ............................................ ................................................................................................................................................................................................................................. forthe consideration of ................................................................................................................................................................................... the receipt of which is hereby acknowledged, and also of benefit s to accrue ............................................ by reason of laying out and establishing a public road through .................................. property, and which is hereafter described, do ...... convey, release and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road and highway,, .,the foll(wing des crib e&t real estatej,- including any interest therein 'which grantor may hereafter acquire, viz: A strip of land 20 feet in width, lying East and parallel and adjoining the East margin of the Pacific Northwest Traction Company right-of-way as described by Auditor's File No. 230959, said right-of-way strip being bounded on the North by t ' he Nor * th line of the South 120 feet of Government Lot 5 in Section 32, T27N, R4E, W.M. and bounded on the South by the North margin of Bradley Road According to the plat of Lake Ballinger Land Company's Plat Subdivi'sion No. I as recorded in Volume 9 of,Plats on pages 57 and 58, records of Snohomish County, Washington. situated in the County of Snohomish, State of Washington. The Grantor.... hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the City of Edmonds Engineer's office as Survey No ...................... and to the perpetual maintenance of the same as a City Street, and waive.... all claim for damages of whatever kind which may be occasioned to adjacent land by the location, establishment, construction, drainage and maintenance of said street, and agrees and consents to the right of the City to make all necessary slopes for cuts and fills whenever they extend beyond the right-of-way line, upon above mentioned street, all in conformity with standard practices of City street construction, and to the same extent and purpose as if the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State ofWashington . ................................................................................................................................................................................................... Said covenants shall run with the land and be binding upon the grantor ..... .................................... successors or assigns. Datedthis .................................................... day, of ................................................ : ................................................... A.D., 19 ............ Jasper QUITCLAIM DEED TheGrantor .... herein .............................................................. ................................................................................................................. ................................................................................................................................................................................................................................... forthe consideration of ............................................................................................................................................... ................................... the receipt of which is hereby acknowledged, and als - o of benefits to accrue ............................................ by reason of laying out and establishing a public road through .................................... property, and which is hereafter described, do ...... convey, release and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road and highway, the following described ­reAl' es-t-ate, 'including any interest therein which grantor may hereafter acquire, viz: A strip of land 20 feet in width, lying east and parallel and adjoining the East margin of the Pacific Northwest Traction Company right-of-way as described by Auditoris File No. 23.0959, said right-of-way strip being bounded on the North by the North line of the South 120 feet of Government Lot 5, in Section 32, T27N, R4E, W.M. and bounded on the South by the North magin of Bradley Road according to the plat of Lake Ballinger Land Company's Plat Subdivision No. 1 as recorded in Volume 9 of Plats on pages 57 and 58, records of Snohomish County, Washington. situated i;n the County of Snohomish, State of Washington. The Grantor.... hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the City of Edmonds Engineer's office as Survey No ...................... and to the perpetual maintenance of the same as a City Street, and waive.... all claim for damages of whatever kind which may be occasioned to adjacent land by the location, establishment, construction, drainage and maintenance of said street, and agrees and consents to the right of the City to make all necessary slopes for cuts and fills whenever they extend beyond. the right-of-way line, upon above mentioned street, all in conformity with standard practic6s of City street construction, and to the same extent and purpose as if the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State ofWashington .. ......................................... ......................................................................................................................................................... Said covenants shall run with the land and be binding upon the grantor ..... ................................... successors or assigns. - Datedthis .................................................... day of .................................................................................................... A.D., 19 ............ Little QUITCLAIM DEED The Grantor .... herein ............. ................................................ ........................................................ ......................................................... .................. .............................................................................................................................................................................................................. :. forthe consideration of .................................................................................................................................................................................... the receipt of which is hereby acknowledged, and also of benefits to accrue ............................................ by reason of laying out and establishing a public road through .................... ........... ..property, and which is hereafter described, do ...... convey, release and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road and highway, the following: described real estate,-'; including any interest therein which grantor may hereafter acquire, viz: A strip of land 20 feet in width, lying East and parallel and adjoining the East margin of the Pacific Northwest Traction Company right-of-way as described by Auditor's File No. 230959, said right-of-way strip being bounded on the North by the North line of the South 120 feet of Government Lot 5 ' in Section 32, T27N, R4E, W.M. and bounded on the South by the North margin of Bradley Road according to the plat of'Lake Ballinger Land Company's Plat Subdivision No. 1 as recorded in Volume 9 of Plats on pages 57 and 58, records of Snohomish County, Washington. situated in the County of Snohomish, State of Washington. The Grantor.... hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the City of Edmonds Engineer's office as Survey No ...................... and to the perpetual maintenance of the same as a City Street, and waive.... all claim for damages of whatever kind which may be occasioned to adjacent land by the location, establishment, construction, drainage and maintenance.of sa id street, and agrees and consents to the right of the City to make all necessary slopes for cuts and fills whenever they extend beyond the right-of-way line, upon above mentioned street, all in conformity with standard practices of City street construction, and to the same extent and purpose as if the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State ofWashington . ...................... I ........................................................................................ ........................................................................ ........... Said covenants shall run with the land and be binding upon the grantor ..... ................. .................. successors or assigns. Datedthis ................ :_ ................................ day of -------------------------------------- ............................................................. A.D., 19 ............ 7- 7�- QUITCLAIM DEED TheGrantor .... herein .............................................................. ................................................................................................................ .................................................................................................................................................................................................................................. for the consideration of ........ MUt. ua i .... ben.ef i.t.s ... U ... �e..Aer.iye.d ............................................................................................. the receipt of which is hereby acknowledged, and also of benefits to accrue ............................................ by reason of laying out and establishing a public road through .................................. property, and which is hereafter described, do ...... convey, release and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever as a public road and highway, the* fol-Towfng."destri bed real -esta.te-Jncluding any interest therein which grantor may,hereafter acquire, v1z: 20 A strip of land SO feet in width, lying East and__�arallel and adjoining the East margin of the Pacific Northwest Try ciion Company right-of-way as described by Auditor's File No. 23095 , said right-6f-way strip being bounded on the North by the North line f the South 120 feet of Govern- ment Lot 5 in Section 32, T27N, R4E V X and bounded on the South by the North margin of Bradley Road a�-cording to the plat of Lake Ballinger Land Company's Plat Subdivision N 1 as recorded in Volume-9 of Plats,, on page's 57 and 58, records of homish County, Washington. )70' situated in the County of Snohomish, State of Washington. The Grantor---- hereby agree.... and con�ent .... to the establishment of said road as surveyed and of record in the City of Edmonds Engineer's office as Survey No ...................... and to the perpetual maintenance of the same as a City Street, and waive.... all claim for damages of whatever kind which may be occasioned to adjacent land by the location, establishment, construction, drainage and maintenance of said street, and agrees and consents to the right of the City to make all necessary slopes for cuts and fills whenever they extend beyond the right-of-way line, upon above mentioned street, all in conformity with standard practices of City street construction, and to the same extent and purpose as if the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State ofWashington . ..................................................... I ........................................................................................................... .................................. Said covenants shall run with the land and be binding upon the grantor...., .................. _ ................ successors or assigns. Datedthis ................ ........... ....................... day of ................ -------------------------------------------- ................................ A.D., 19 ............ STATE OF WASHINGTON, COUNTYOF ............................................... : .......... � ss. Onthis ....................... ............... day of ..* ................................................................................... -- ------- 119 ............. before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came ................. .......................................................................................................................................... .......... ........................... - ............................. tome known to be the .... ............................................................ ................................. ....................... ..... of the .................... ............. .................................................................................... the Corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said Corporation for the uses and purposes therein mentioned and on oath stated that ...... he ...... w .................... authorized to execute said instrument, and that the seal affixed is t * he seal of said Corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year in this certificate above written. ................................................. W.: .......... ............................ ..................... Notary Public in and for the State of Washington, residing at ............................................. -- ............ STATE OF WASHINGTON, COUNTY OF ............. : ............... ............................ On this ............................................ day of ... ............................................. I ......... 119 ............. before me, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came ................ - ............................................................ ............................................................................................................................................................. to me known to be the individual .... described in and who executed the within instrument and acknowledged to me that ................................ signed and sealed the same as .................. ................................. free and voluntary act and deed for the uses and purposes therein mentioned. Witness my hand and seal the day and year first above written. ................................................................................................................. Notary Public in and for the State of Washington, residing at ............................................................................ 0 rn 0 (D 0 0 44 0 0 0 4j 6 Z 0 0 M Cd P. 0 4J 0 0 NO 0 > : U2 CY >I 0 Cd 0 4J Cd 4) 14 bZ Cd 0 ow 0 >1 4SPEP- QUITCLAIM DEED TheGrantor.... herein .............................................................. ........................................................................................ ­ ---------- ­* --- * --- ................................................................................. 1 ............................................................................................................................................. for the consideration of ......... m.u.tu.a.1 .... b.e.n.e.f.i..t.s .... to .... be d.e r. tv e. d ............................................................ .. .. .... .. . ... .... .... .. .... . .... .. ........... 7 .................... the receipt of which is hereby acknowledged, and also of benefits to accrue ............................................ by reason of laying out and establishing a public road through ------------------------------------ property, and which is hereafter described, do ...... convey, release,and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road and highway, the following described real estate, including any interest therein which grantor may hereafter acquire, viz: A strip of land vi�eet in width, lying east and parallel and adjoining the East margin of the Pacific Northwest Traction Company right-of-way as described by Auditor's File No. 230959, said right-of-way strip being bounded q the North by the North line of the South 120 feet of Govern ent Lot 5 in Section 32, e 0 y T27N, R4E, W.M. and bounded on thtyuth b the North margin of Bradley Road according to the pla 0 f Lake Ballinger Land Company's Plat Subdivision No. as recorded in Volume 9 of r Plats on pages 57 and 58, reco s of Snohomish County, Washington. situated in the County of Snohomish, State of Washington. The Grantor.... hereby agree.... and consent .... to the establishment of said road as surveyed and of record in "the City of Edmonds Engineer's office as Survey No ...................... and to the perpetual maintenance of the same as a City Street, and waive..-.. all claim for damages of whatever kind which may be occasioned to adjacent land by the location, establishment, construction, drainage and maintenance of said street, and agrees and consents to the right of the City to make all necessary slopes for cuts and fills whenever they extend beyond the right-of-way line, upon above mentioned street, all in conformity with standard practices of City street construction, and to the same extent and purpose as if the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State of Washington . ............................................................................................................................................................ I ............ ............ I ........... Said covenants shall run with the land and be binding upon the grantor ...... .................................... successors or assigns. Datedthis .............................................. ..... day of ............................................. ..................................... ................ A.D., 19 ............ ........................................................................................................ I ........ STATE OF WASHINGTON, ss. COUNTYOF — ....................................................... Onthis .......................................... (lay of .......... : ...................................................................................... 19 ....... ..... before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came ........................................................................................ ......................................................................................................................................... tome known to be the ............................................................................................................................. — of the .................................... ................................................................................... the Corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said Corporation for the uses and purposes therein mentioned and on oath stated.that ...... he ...... w .................... authorized to execute said instrument, and that the seal affixed is the seal of said Corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year in this certificate above written. ................................................................................................................ Notary Public in and for the State of Washington, residing at .............................................................. STATE OF WASHINGTON, ss. COUNTYOF .......................................................... On this ............................................ day of ........................................................... 19 ............. before me, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came .............................................................................. ............................................................................................................................................................. to me known to be the individual .... described in and who executed the within instrument and acknowledged to me that ................................ signed and sealed the same as .................................................... free and voluntary act and deed for the uses and purposes therein mentioned. Witness my hand and seal the day and year first above written. ................................................................................................................. Notary Public in and for the State of Washington, residing at ............................................................................ 0 0 0 0 :j 0 Z 0 0 0 Cd P4 V4 �To 0 4J (D bj) 0 > 0 �T4 Cd 4J Cd �T4 0 ho Cd 0 .0 Cd $.I Q I I HCWL QUITCLAIM DEED TheGrantor.... herein ...................................................... ...... .... __ .... . . ... ... .... ..... . ......... .............................................. .................................................................................. : ............................................................................................................................................... for the consideration of ..... ffl-U-Wal .... �.enef its .... to ... be .... der.ive.d ............................................................................................... the receipt, of which is hereby acknowledged, and also of benefits to accrue ............................................ by reason of laying out and establishing a public road through .................................... property, and which is hereafter described, do ...... convey, release,and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road and highway, the following described real estite, including any interest therein which grantor may hereafter acquire, viz: zo A strip of land W feet in width, ly1h_g E t and parallel and adjoining the East margin of the Pacif* Northwest Traction Company right-of-way as described by uditor's File No. 230959, said right-of-way strip being boun d on the North by the North line of the South 1,20 feet of Go rnment Lot 5 in Section 32, T27N, R4E, WX and bounded on he South by the North margin in . g t of Bradley Road accordl 0 plat of Lake Ballinger Land 't g s n 1 d n w of e s c 1d t h t he rl be be i n g bo d u n 0 f 0 P a y c by h f 1 u d 0 r m * d 'N i 0 to n t t fPee /Gn en t Lo I u nded 0 n he So ut h b� I i n g to e p 1 a t 0 f L a j 0 Company's Plat Subdivision i 1 as recorded in Volume 9 of Plats on pages 57 and 58, re. cor of Sn 0 mish County,.Washington. situated in the County of Snohomish, State of Washington. The Grantor---- hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the City of Edmonds Engineer's office as Survey No ...................... and to the perpetual maintenance of the same as a City Street, and waive.-... all claim for damages of whatever kind which may be occasioned to adjacent land by the location, establishment, construction, drainage and maintenance of said street, and agrees and consents to the right of the City to make all necessary slopes for cuts and fills whenever they extend beyond the right-of-way line, upon above mentioned street, all in conformity with standard practices of City street construction, and to the same extent and purpose as if the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State ofWashington - ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Said covenants shall run with the� land and be binding upon the grantor ..... ...... ............................. successors or assigns. Datedthis .................................................... day of ....................................... ...................................... ..................... A.D., M ----- _ .... STATE OF WASHINGTON, ss. COUNTY OF ................................. _ ...... ............... Onthis .......................................... day of ................................................................................................. 19 ............ I before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came .................................................................................................................................................................................................................................. tome known to be the ................................................................................................................................ of the .................................... ............................................ I .................... ................. the Corporation that executed the within and foregoing instrument, and acknowledged the, said instrument -to be the free and voluntary act and deed of said Corporation for the uses and purposes therein mentioned and on oath stated that ....... he ...... w .................... authorized to execute said instrument, and that the seal affixed is the seal of said Corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year in- this certificate. above written. ............... ................................................................................................. Notary Public in and for the State of Washington, residing at .............................................................. STATE OF WASHINGTON, ss. COUNTYOF .......................................................... On this ............................................ day of ........................................................... 19 ............ , before me, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came .............................................................................. ............................................................................................................................................................. to me known to be the individual .... described in and who executed the within instrument and acknowledged to me that ................................ signed and sealed the same as .................................................... free and volunfary act and deed for the uses and purposes therein rn�ntioned. Witness my hand and seal the day and year first above written. ................................................................................................................. Notary Public in and for the State of Washington, residing at ............................................................................. �T4 V 0 E-4 M 44 0 0 0 E-4 Z 0 U2 Ld P4 0 0 0 0 (D 0 0 Cd 41 0 Q 4) hO 0 0 Cd 1. I Z-1qWRC QUITCLAIM DEED TheGrantor.... herein .............................................................. ................................................................................................................ .................................................................................................................................................................................................................................. for the consideration of ...... m.u.t.u.a.l...-b.en.e.f.i.t.s...t.o .... b.e .... deri.Ye.d ................................................................................................ the receipt of which is hereby acknowledged, and also of benefits to accrue ............................................ by reason of laying out and establishing a public road through .................................... property, and which is hereafter described, do ...... convey, release.and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road and highway, the following described real estate, including any interest therein which grantor may hereafter acquire, viz: 120 A strip of land M feet in width, lying East and parallel and adjoining the East margin of the Pacific Northwest Traction Company right-of-way as described by Auditor's File No. 230959, said - right-of-way strip being bounded on th north by the North line of the South 120 feet of Government yLot in Section 32, T27N, R4E, WX and bounded on the South by the No h margin of Bradley Road according to the plat of Lake Ballinger La Company's Plat Subdivision No. 1 as recorded in Volume 9 of-Pla on pages 57 and 58, records of Snohomish County, Washingt OIJ situated in the County of Snohomish, State of Washington. The Grantor---- hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the City of Edmonds Engineer's office as Survey No ...................... and to the perpetual maintenance of the same as a City Street, and waive.... all claim for damages of whatever kind which may be occasioned to adjacent land by the location, establishment, construction, drainage and maintenance of said street, and agrees and consents to the right of the City to make all necessary slopes for cuts and fills whenever they extend beyond the right-of-way line, upon above mentioned street, all in conformity with standard practices of City street construction, and to the same extent and purpose as if the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State of Washington, Said covenants shall run with the land and be binding upon the grantor .... ; .................................... successors or assigns. Datedthis .................................................... day of ..... ....................................................................... ...................... A.D., 19 ............ STATE OF WASHINGTON, COUNTYOF .......................................................... � ss. Onthis .......................................... day of ................................................................................................. 19 ............ I before i me, the -undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came .................................................................................. ............ M ............................................................................................................................ tome known to be the ................................................................................................................................ of the .................................... ... ........................................ I .................... 1 ................. the Corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said Corporation for the uses and purposes therein mentioned and on oath stated that ...... he ...... w .................... authorized to execute said instrument, and that the seal affixed is the seal of said Corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year in this certificate above written. ................................. ............................................................................... Notary Public in and for the State of Washington, residing at .............................................................. STATE OF WASHINGTON, COUNTYOF — ....................................................... ss. On this ............................................ day of ........................................................... 19 ............ , before me, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came .............................................................................. ........................................... to me known to be the individual .... described in and who executed the %Athin instrument and acknowledged to me that ................................ signed and sealed the same as .................................................... free and voluntary act and deed for the uses and purposes therein mentioned. Witness my hand and seal the day and year first above written. 6 Z "4 0 ,.; --e� i". I r 0 U ................................................................................................................. Notary Public in and for the State of Washington, residing at ............................................................................ �T4 0 a) E-4 02 0 E-4 0 0 �A Cd CD 0 :.j 0 CV 44 0 U2 0 44 0 41 U2 Cd P4 0 ho 0 4J 0 41 0 bo Cd 0 >% QUITCLAIM DEED STREET FLE TheGrantor.... herein ............................................................... ................................................................. .............................................. forthe consideration of .................................................................................................................................................................................. the receipt of which is hereby acknowledg9d, and also of benefits to accrue ............................................ by reason of laying out and establishing a public road. through .................................. property, and which is hereafter described, do ...... convey, release and quit -claim to the Citv of Edmonds, State of Washington, for the use of the public forever, as a public road and highway, the following described real-estate, including any interest therein which grantor may hereafter acquire, viz: A strip of land 20 feet in width, lying East and parallel and adjoining the East margin of the Pacific Northwest Traction Company right-of-way as described by Auditor's File No. 230959, said right-of-way strip being bounded on the north by the North line of the South 120 feet of Government Lot 5 in Section 32, T27N, R4E, WX and bounded on the South by the North margin of Bradley Road according to the plat of Lake Ballinger Land Company's Pl-at Subdivision No. 1 as recorded in Volume 9 of Plats on pages 57 and 58, records of Snohomish County, Washington. situated in the County of Snohomish, State of Washihgton. The Grantor.... hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the City of Edmonds Engineer's office as Survey No ...................... and to the perpetual maintenance of the same as a City Street, and waive.... all claim for damages of whatever kind which may be occasioned to adjacent land by the location, establishment, construction, drainage and maintenance of said street, and agrees and consents to the right of t he City to make all necessary slopes for -cuts and filis whenever they extend beyond the right-of-way line, upon above mentioned street, all in conformity with standard practices of City street construction, and to the same extent and purpose as if the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State of Washington . ................................................ 1: .................. ............................................................................ ............................. ........... Said covenants shall run with the land and be binding upon the grantor...., ..... .............................. successors or assigns. Datedthis .......... ........................ ................ day of .................................................................................................. ­ A.D., 19 ............. ;7z STREET FILE U T 1 T T Y P. Z T' T . I 1- 10 � �' ... -Z* " - -- — - - - -i�o -- --a f J. t'-h a M.B. �S 1. a 11 a i C", U a rat J.o". e. permartent easel-,ic-nt for the installation, of storm sewer L over. across, and i)roP,',z!rtv, and furtfier right to remove tr-�lcs, bushes, undezarow,t� an,-] ot-he-z- ob-'s!tructions interfering with the location, Cion az-16. -Maii-itenanc. of sai uti i-y co.nsti uzl 0 �". L. 0-- ultil-i'U.-i.es, or access the at a?-V�r uiije for the state,--', )..""'A:L�PoSeS. r. 1. ensey!:cnt and, right-of--�ay hereby gr�-Arite.d is located in the County ot' Snohoizii.,sh, State of Washingt-ont and i's iziore particularly djescribed as -follows: The N. 10 ft of the following described tracts: Th PTN 14 -1, NE �, SE 3,-, Sec. 31, T27N, ME, DAF BAAP 30 ft N & 30 ft 14 of SE cor SUB TH N 171.5 ft th W 104 ft.TPB th cont 14 80 ft th N 119.43 ft th E 80 ft th S 119.43 ft TPB TOW UNDIV -I, INT in FDT th PTN 14 k NE I- , SE �-, DAF BAAP 30 ft N & 30 ft W of SE cor Sub th N 290.93 ft to TPB th cont N 20 ft th W 184 ft th S 20 ft th E 184 ft to TPB TOGETHER WITH THAT PORTION 1-1 -1-, NE 4 SE �,- Sec. 31, T27N,,R4E DAF BAAP 30 ft 1.1 & 30 ft W'of SE cor SUB th N 171.5 ft th W 184 ft TPB th cont 14 70 ft th N 139.43 ft th E 70 ft th S 139.43 ft to TPB Tgvi undiv I-, int in fdt th Ptn 14 -1, NE -I, SE I,- DAF BAAP 30 ft N & 30 ft W of SE Cor sub th N 290.93 ft to TPB th cont N 20 ft th W 184 ft th S 20 ft th E 184 ft TPB The CITY agrees to restore to substantially the original condition such im-n-rovements as are disturbed during the construc- tion, mz-intcnari,-�� and repa'r of zaicl or providled, the grat-itors, -their heir:i; ol- assigns shall not. construl-t anv permanent structure ovor upon or vithin the perr-aanent ease�ent. DA'VED This STATE OF IqASH'L1T4C- COUNTY OF SNOHOM 011 this day personal1j, appeared before rae, Oscar Bradley to me known to be 41.-.he inUIVITY5, �1 and _,__Phyllis Bradley . described in and '-)iho executed tlie within and foregoing instrument'. and acknowledcred that thev s3gned the same as their free and Voluntary act and deedf for theuses and purposes therein mentioned. 0 If ilk �Ew PWH-11C in ancl f Or �'-he S.� L.0 -C' 0- 'A 1-i-1 ngton, r -3 sl a 2. n, g a t �S To QUITCLAIM DEED STREET FLE TheGrantor .... herein .............................................................. ..................................................... ........... .............................................. ............................... : ............................................................................................................................................................. .................................... for the consideration of ........... M.UtUal ... benef i.ts ... to ... be ... derimed ......................................................................................... the receipt of which Is hereby acknowledged, and also of benefits to accrue ............................................ by reason of laying out and establishing a public road through .................................. property, and which is hereafter described, do ...... convey, release and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road and highway, the following described real estate, including any interest therein which grantor may hereafter acquire, viz: I A strip of land 30 feet in width, lying East and parallel and adjoining the East margin of the Pacific Northwest Traction Company right-of-way as described by Auditor's File No. 230959, said right-of-way strip being bounded on the North by the North line of the South 120 feet of Government Lot 5 in Section 32, T27N, R4E, WX and bounded on the South by the North margin of Bradley Road according to the plat,of Lake Ballinger Land Company's: Plat Subdivision No. 1 as recorded in Volume 9 of Plats on pages 57 and 58, records,of Snohomish County, Washington. situated in the County of Snohomish, State of Washington. The Grantor.... hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the City of Edmonds Engineer's office as Survey No ...................... and to the perpetual maintenance of the same as a City Street, and waive.... all claim for damages of whatever kind which may be occasioned to adjacent land by the location, establishment, construction, drainage and maintenance of said street, and agrees and consents to the right of the City to make all necessary slopes for cuts and fills whenever they extend beyond the right-of-way line, upon above mentioned street, all in conformity with standard practices of City street construction, and to the same extent and purpose as if the rights herein granted had been acquired by condemnation proceedings under Eminent Domain Statutes of the State ofWashington . ................................................................................................................................................................................. .................. Said covenants shall run with the land and be binding upon the grantor ..... .................................... successors or assigns. Datedthis ..................................................... day of ................................................................................ .................... A.D., 19 ............ ........................................ .................. . . .................................. ............. ................................................................... ............... .............................