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1130 2ND AVE S.PDFIIIIIIIIIIII 4842 1130 2ND AVE S CITY OF EDMONDS ASSET INFORMATION SHEET ER NEW ❑ ADDITION ❑ RETIREMENT ASSET NO. u Jv ,c ADDITION TO ASSET NO. DESCRIPTION SERIAL NO. LOCATION �� / ) D21N * * PURCHASE ORDER NO PURCHASE ORDER DATE COST * PROJECT NUMBER !/U iSG7 PROJECT COMPLETION DATE COST B.A.R.S. ACCOUNT NO. iESTIMATED LIFE INITIATED BY DATE APPROVED BY **SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT G.L. ENTRY REFERENCE b P INITIAL DATE VERIFIED BY PROCESSED BATCH NO. DEPARTMENT FILE CA W z W. w W N N m Z 0 �- LL O C 3 v t �a Z < Q J U U LL LLB 0. m Co w ® cc o z . a o Q O Q W 2nd Avenue South Landscaping .Q v Driveway �/5' black chain link c m \ W Gate = O Sewer access I I I W 1 130 2nd Avenue South m 'House and deck rJ at at w ID •� m Q • I I �Ri� I U Cc Cc I� I I I 5' black chain link z° Landscaping Z �0 94 o ENGINEERINP DIVISION Willow Creek "Prm�Date:16�� NOT D RECEIVED AUG 13 2014 DEVELOPMENT ,SERVICES COUNTER City of Edmonds Critical Area Notice of Decision Applicant: 6c, ncn a 651 Property Owner: Critical Area File #: qOO 16 Permit Number: &Z Zo 1 yp y Z. Site Location: �, 3� AD +ve 5 Parcel Number: 0 o-7 S Yo cock OZ 00 Project D escnpt>on: %fAc�s o S c - c,,eo�1 ( p( J ✓ne Zolu�- ❑ Conditional Waiver. No critical area report is required for the project described above. /!() S V �GliYl iQ There will be no alteration of a Critical Area or its required buffer./� The proposal is an allowed activity pursuant to ECDC 23.40.220, 23.50.220, and/or /i . iil 1P CV' 23.80.040. % G�.Gr �av�Ol/ec The proposal is exempt pursuant to ECDC 23.40.230. ❑ Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and sediment control plan in compliance with ECDC 18.30. Critical Area Report Required. The proposed project is within a critical area and/or a critical area buffer and a critical area report is required. A critical area report has been submitted and evaluated for compliance with the following criteria pursuant to ECDC 23.40.160: The proposal minimizes the impact on critical areas in accordance with ECDC 23.40:120, Mitigation sequencing; The proposal does not pose an unreasonable threat to the public health, safety, or welfare on or off the development proposal site; The proposal is consistent with the general purposes of this title and the public interest; 4. Any alterations permitted to the critical area are mitigated in accordance with ECDC 23.40.110, Mitigation requirements. 5. / The proposal protects the critical area functions and values consistent with the best available science and results in no net loss of critical functions and values; and 6. _� The proposal is consistent with other applicable regulations and standards. ❑ Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and the provisions of the City of Edmonds critical area regulations. See attached findings of noncompliance. ®. Favorable Critical Area Decision. The proposed project as described above and as shown on the attached site plan meets or is exempt from the criteria in ECDC 23.40.160, Review Criteria, and complies with the applicable provisions of the City of Edmonds critical area regulations.: Any subsequent changes to the proposal shall void this decision pending re -review of the proposal. ❑ Conditions. Critical Area specific condition(s) have been applied to the permit number referenced above. See referenced permit number for specific condition(s). Reviewer ` �UA_O�I:7 Signature �o Date; Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any, for the permit or approval involved. Revised 12/16/2010 Zipper Geo Associates, LLC Geotechnical and Environmental Consulting June 16, 2014 Project No. 1279.01 Dana Raugi 11040 South Deer Drive Woodway, Washington 98020 Subject: Geotechnical Critical Areas Report Proposed Fence 1130 2"d Avenue South Edmonds, Washington Dear Ms. Raugi: r - t AUG 13 2014 DEVELOPMENT SERVICES COUNTER This letter summarizes the geotechnical critical area review completed by Zipper Geo Associates, LLC (ZGA) for a proposed chain link fence at 1130 2nd Avenue South. Our services have been provided in general accordance with our proposal P14132 dated March 20, 2013. This letter is an instrument of service and the conclusions presented herein are in respect to the subject property and have been prepared in accordance with generally accepted geotechnical engineering consulting practice. BACKGROUND AND PROJECT DESCRIPTION We understand you are proposing to construct a new fence generally following the outline of your lawn in both the front and back of an existing single-family home located at 1130 2"d Avenue South in Edmonds, Washington. A portion of the fence along the south property boundary is proposed as a 6 foot tall cedar privacy fence. The cedar fence will be installed with posts at 8 feet on center. The posts will be set in 2 foot deep, 8 inch diameter holes filled with concrete. The post foundation holes for the cedar fence will be excavated using a posthole digger. The remaining portion of the fence is proposed as a 5 foot tall chain link fence. Posts for the chain link fence will be installed in two foot deep holes excavated using a two -man power auger. Portions of both the cedar and chain link fences will be installed within the buffer area of a Landslide Geologically Hazardous area as defined by the City of Edmonds. The city requires a geotechnical report for development within the buffer area of a Geologically Hazardous Area. The purpose of this letter is to fulfill that requirement. The proposed location of the fence is shown on the attached Figure 1, Site Sketch. 19023 3611 Avenue West, Suite D Lynnwood, Washington 98036 (425) 582-9928 Zipper Geo Associates, LLC Raugi Fence Project No. 1279.01 June 16, 2014 SURFACE CONDITIONS The project site consists of a developed residential property located at 1130 2"d Avenue South in Edmonds, Washington. The property is currently developed with a single-family home. East of the existing house, the ground surface on the property generally slopes gently downward to the west from 2"d Avenue South. West of the house, surface conditions generally consist of a grass lawn that slopes gently downward to the west extending to about 27 feet west of the existing house. West of the lawn, surface conditions consist of a landscape area the slopes down to the west at about 4HAV for roughly 11 feet to the top of a steep slope located above Willows Creek. From the edge of the landscape area, the ground surface generally slopes steeply down to the banks of Willows Creek at about 2H:1V with some locally steeper areas. Total vertical relief of the 2HAV slope is estimated to be about 20 feet. Vegetation on the steep slope generally consisted of scattered cedar trees to about 12 inches in diameter and one large deciduous tree with a three foot trunk diameter. Ground cover on the steep slope generally consisted of forest duff. The 2HAV slope qualifies as a Landslide Hazard Area as defined by the City of Edmonds. During out site visit, we did not observe any indications of instability on the slope above Willows Creek such as erosion, bare soil scarps, or hummocky topography. SUBSURFACE CONDITIONS In order to evaluate subsurface conditions in the vicinity of the proposed fence and steep slope, we completed two shallow geotechnical test borings using hand tools. Boring B-1 was completed at the top of the steep slope. Soil conditions observed in boring B-1 generally consisted of about four inches of topsoil underlain by loose to medium dense, fine to medium sand with some silt and gravel extending to about 1.5 feet below grade. Soils encountered below 1.5 feet generally consisted of medium dense to dense, gravelly sand with some silt to the completion depth of about 2.5 feet where practical digging refusal with the hand tools was encountered. Boring B-2 was completed at the edge of the lawn area along the proposed fence alignment. Soil conditions observed in boring B-2 generally consisted of three feet of loose, silty, fine sand with some gravel. From three to four feet, soils encountered generally consisted of medium dense to dense, silty fine sand with some gravel. Practical digging refusal with the hand tools was encountered at four feet. 19023 36t' Avenue West, Suite D Lynnwood, Washington 98036 (425) 582-9928 Page 2 Zipper Geo Associates, LLC RaugiFence Project No. 1279.01 June 16, 2014 CONCLUSIONS At its closest point, the proposed chain link fence will be located at the crest of the steep slope that descends down to Willows Creek. Installation of the fence will create limited ground disturbance consisting of small diameter holes excavated with a hand -operated power auger or posthole digger. The fence will not alter the natural contour of the slope nor vegetation on the slope. It is our opinion that the fence will not increase surface water discharge or sedimentation to adjacent properties beyond pre -developed conditions; decrease slope stability on adjacent properties; and will not adversely impact other critical areas. CLOSURE We hope that this letter meets your current needs. Please do not hesitate to contact us should you have any questions. Respectfully submitte Zipper Geo Associates 2� Robert A. Ross, PE Principal . A. 4 0f o f AL 19023 361 Avenue West, Suite D Lynnwood, Washington 98036 (425) 582-9928 Page 3 y CITY of EDMONDS REc__1y9Q. SIDE SEWER PERMIT ' For Inspection Call 771-3202 ;U[J 02,1987 PERMIT NO. Address of Construction: 1 /�5`�1N0T "v ate. S Property Legal Description (Include all easements): .Deed- n �- EDMONDS Owner and/or Builder: S _AU)6 �( 'fRFATMFKLT Of AMT Irr 00 0 r- a� Ln •r �J Contractor & License No: See z o Single Family Residence l/ j� G ���� X' IJ Multi -Family (No. of Units ) Commercial (No. of fixture Units ) Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way Construction Permit required. Call One -Call -Center (1-800-424.-5555) before any excavation.) Cross other Private Property: No z Yes (If Yes, easement required, attach legal description and county easement number.) PLEASE READ HE ITEMS LISTED ON THE BACK I certify -that I ha, 'e 6acT and sh ll comply Date h . with the items fir' ed on the back. "J Trunk Charge: 6te Issued: As,sessment Fee: Receipt No.: Partial Inspection: Comments Date Initial Final Inspection Approved: �-— Date Initial Rejected: Reason Date Initial ** PERMIT MUST BE POSTED ON JOB SITE ** Wh.ite Copy - File Green Copy - Inspector Buff Copy - Applicant 1 The City of Edmonds Side Sewer Drawing EASEMENT NO - -------------------------------------------- NEW CONSTRUCTION REPAIRS ❑ LID NO_ __________________ ASMT. NO. _-__.._-_-._._._-- OWNER ...._._�`7Cl.N1tS----------------------------------------- CONTRACTOR ------ PERMIT NO. na 5 JOB ADDRESS _ �.�_ 0....... .....P&O 0....-- - - -------------------- LEGAL DESCRIPTION: LOT NO. ___ _____________________________ BLOCK NO. ._.._.._._-_.-__._---------------- 4� .....1 %w� ---------------•----------- --------- i--- •--•--Val, © ,as--------•-- C !,E-A-1 M LE -IN PLAN � NAME OF ADDITION------------------------------------------------------------------- ` t3 h CvF- So PWW-0001 - 11/75 (REV.11/78) lIZ52 , Approved: DATEC,O.-.�----------------- B---------. C ATC, 4 $ A5 I X: A *-IT30(00. VUUnl) L. I s TPLQNCN t_arNG-rH s � > ^rncr.cH coven Ar itGKTu11M / lttVtrL_ TllCNCl1 4 FrPF PIPS // CAP TEE YV/ 4"LONG LEGS SYSTEM CROSS-SECTION MIRAFI 00X eft U I V E LF��" TO B L.A E D � W4115-4ED KD K 'T 0.ENCH COVER 3/4' _ I I/�' WASuE:D GRA.VEI d 4 DiAM FERF P 1_0 TRENCH CROSS-SECTION 1P STANDARD DRAINAGE PLAN INFILTRATION SYSTEM PAGE I OF 2 for location Q plan by phone date 2[„ DESIGN DATA Trench Perc LF per Imperm Trench Number Rate ,1.000 sq. ft.,Area �Req. NOTES 1. Call Engineering Division (771-3202) for prebackfill and final inspections. 2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner(s). Preventive maintenance consists of preventing soil and other materials from entering trench during construction as well as after construction. Catch basins should be cleaned of floating material and sediment at regular intervals (at least twice per ear). fi CITY OF EOM®N®S ( 'CITF iol +c--i 30 .r. I � � 5 OUQrI Q j A O y J d't9 -71 v� ° �J -3IVIV Sir 1/ P7 -zlv-t p CA'y j , °/ r'Drc� Fj 5'`VoId -Jor1 '' h 4 8 407 G p % . PRo= REVIEW CHE=ST PRQ7DCT NAME : ,> ��/ �Dl f i✓c : "' ' r PROJECT ADDRESS APPT.TrAi,m( ,RF1^�2PT DATE i '. " O l LA / ]C a Reviewed by: (initial/date) CQMMETflS �, PLANNING WTR/SWR STREET' ENGNRNG BUILDING // ///////// FI12E SINGLE FAMILY/MULTIPLE/CO IAL, (Circle'One) ////// ///////// ///./•///// SETBACKS CHECKED Planning / / // //// / // VARIANCE/SETSACC' ADJ. , ::: ` `' °,. " r• .;.'f ; ., '. :: ///////// //////// l///////// ' 1 CONDITIONAL USE PERMIT '�t,.,a+. //%/// :' ///////// //////// ////////// '2 -�-,— 7777777.7, ADB REQUIRII$TJTS'CFiEC!® �'.'< , .'. ;.. r. ///////// //////// ////////// 3 OTHER ZONING RDQUIREMENTS:.•. . r .' ////// -. .. ///////// //////// // / c/`/// 4 ////// •.. ////lll/ ENVIRONMENTAL FEATURES -. D%%' L.C/./ "' ////// ". ///////// /l/l/l/l 5 ACCESS SLOPE. S VEHICLE ACCESS `�%� `` C :'<''' ///////// ///////// //////// Un / / / /// q, DRAINAGE PLAN (On Site) . 7 :",,:'' STREET FILE6ofL,L 8 LEGAL DESCRIPTICN VERIFICATION ` '� ////// ///////// ///////// //////// 9 - / 77T7777777777777 Cx1IT C.AIM/DEDICATIONS &' ////// ///////// ///////// //////// 10 / ////// EASEMENT - PUBLIC/PRIVATE �'� '• .- '. ///////// ///////// //////// 11 CALCUfATE SEWER CONNECTION IF NO LID# 3 ////// ///////// ///////// //////// 12 13 // 77777777 PLAT/SUBDIVISICN REQUIREMENTS ////// ///////// //////// 13 RIGF-WAY CONSTRUCTION PERMIT RE HT-0 ////// ///////// ///////// Z 14 / / / // BOND READ FOR PUBLIC IMPROVE34ENrTS ////// ///////// ///////// //////// 15 SOILS CONDITIONS 6 GROUND IT1171 %%- WATER FIELD CHECKED ////// ///////// ///////// ///// // 16 — 7777/7 IR111.111 STREET PAVING REQUIRED „. ?:"; ////// ///////// ///////// 17 177777 // / CURB AND GUPPER REQUIRED ////// ///////// ///////// ////////// 18 SIDEWALK REQUIRED ////// ///////// ///////// 19 CURB CUT FOR DRIVEWAY REED ////// ///////// ///////// ////////// 20 1 177TIT77 777777777— STREET NAME SIGN READ ///////// ///////// ////////// 21 117777111 / OTiM SIGNING RED ////// ///////// // /// ////////// 22 SIDE SEWER AVAILABILITY ///1/////// 23 EXISTING WATER MAIN SIZE ////// ///////// '7 �/C �' //////// ////////// 24 — _ / /// 77TI17111 WATER METER SIZE .. ...' ////// ///////// //////// ////////// 25 SERVICE LINE SIZE // ///////// J/ . //////// ////////// 26 HYDRANT REQUIRED ;, ///////// ///////// //////// ////////// 27 HYDRANT SIZE EXISTING '.',::,' ////// ///////// //////// ////////// 28 CROSS'CONNE)CTICN INSPECT ICN READ:.''. ////// ///////// //////// ////////// 29 WAIM METER CHARGE READ :`-: / ////// 777777777 ///////// r Qp .SO�� ////// //////// 11111 // ////////// 30 FIRE'LINE CHARGE'REQD'=:SPRINKLE2 :.:'.'.;: :aa ,:''a.' ///////// ////// / ////////// 31 STREET CUT:.. : ' :.,. :.' 1r. „•':;; `:,', ///./// ///////// /v�� ////////// 32 OPEN DITCH EXISTING . ;r ////// ///////// ///////// 33 REOD 34 /// ///////// CULVERT REQD .` `.:iJ' i>.: { ;a ,:. '; ''; ////// ///////// //// 35 SIZE '" .:. ////// ///////// ///////// 36 CATCH BASIN R ._,'.'' ////// ///////// ///////// 37 INDICATED' ON SITE PLAN';: T17MIT711111111 38 SHOULDER DRAINAGE MAINTAIN, SHALE OPEN -RUNOFF = ////// ///////// ///////// 39 MISC: 40 CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION NAME (OR NAME OF BUSINESS) Z ILING ADDR SS O 1 Io 10 L A.) CITY TELEPHONE NUMB &.� k S 2 3 f EPHONE NUMBER 7y S 1 E, ADDRESS CITY I TELEPHONE NUMBER STATE LICE Legal Descrlr (show below ( LLB NEW ADD/ALTE REPAIR DEMOLISH REMODEL ST01 ❑WOOD INSERT `_j r ri. oLuu LJ RENEWAL S (,�JIPi OI.M\ Res NUMBER OF SXORIES NUMBER OF I DWELLING 'UNITS I NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN) USE n/ NW PERMIT ZONE ,�R_ NUMBER � JOB ADDRESS A/w, 2_N/� ��f, -EGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO. ' PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXISTING _� PROPOSED QUIRED DEDICATION RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED I ' STREET USE PERMIT REQUIRED ❑ SEE ENGINEERING MEMO DATED REMARKS METER SIZE ]BUILDING SUPPLY SIZE ]FIXTURE UNITS REMARKS SIGN AREA ENV. REVIEW ADB NO. ALLOWED I PROPOSED COMPLETE I EXEMPT ,RIANCE OR CU ]PLANNING REVIEW BY I DATE O Z w w z 0 z w 2 w t- 3 RDS HEIGHT I LOT COVERAGE ? Z ONT SIDE REAR Z a MARKS J a :CKED BY I TYPE OF CONSTRUCTION I CODE iCIAL WIRED INSPECTOR I AREA OCCUPI OCCUPANCY I OOADPA YES ❑ NO PLAN CHECK FEE BUILDINP PLUMBING MECHANICAL This Permit covers work to be done on private property ONLY. GRADING/FILL Any construction on the public domain (curbs, sidewalks, STATE SURCHARGE driveways, marquees, etc.) will require separate permission. Permit Application: 180 Days ENERGY CODE Permit Limit: 1 Year- Provided Work is Started Within 180 Days "Applicant, on behalf of his or her spouse, heirs, assigns and n successors in interest, agrees to indemnify, defend and hold y harmless the City of Edmonds, Washington, its officials, E 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 PLAN CHECK DEPOSIT modify,.waive or reduce any requirement of any city ordinance TOTAL AMOUNT DUE c nor limit in any way the City's ability to enforce any ordinance provision." I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION authorized agent of the owner. I agree to comply with city and state laws regulating construction; and in doing the work authoriz- THIS PERMIT AUTHORIZES ed thereby, no person will be employed in violation of the Labor ONLY THE Code of the State of Washington relating to Workmen's Compensa- WORK NOTED tl n.lns ce._ INSPECTION DEPARTMENT SIGN RE( WNER O ENT DATE S GNED CITY OF EDMONDS ATT N ION 771 3202 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. 102.78 VALUATION I FEE --/oa co APPLICATION APPROVAL This application is not a permit until signed by the Building Official or his Deputy; and fees are paid, and receipt is acknowledged in space provided. OFFICIAL'S SIGNATURE DATE RELEASED BY: DATE ORIGINAL — File YELLOW — Inspector PINK — Owner GOLD — Assessor MEMO TO: Building Division FROM: Engineering Division SUBJECT: -;5 Sigt)/H After review of the subject building permit application, we have the following comments: 1) Connection to City water system required. 2) Connection to City sanitary sewer system required. 3) Right-of-way permit required for any work on City property. 4) Driveway slope not to exceed 14%. 5) Back water valve required if downstairs plumbing is below elevation of upstream manhole. 6) . Water and sewer lines to be separated by 10 foot minimum. 7) Builder/owner responsible for containing all temporary runoff -and erosion on site and may not impact neighboring properties in any way. 8) Construction hours from 7:00 a.m. to 10:00 p.m. on weekdays and 10:00 a.m. to 6:00 p.m. on weekends and holidays. sl ee na 6 s �o�