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643 EDMONDS WAY.PDF11054 643 EDMONDS WAY CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 *PERMIT MUST BE POSTED ON JOBSITEM RM FLE STATUS: ISSUED Pern-fit Number: ENG20080016 Job Address: 643 EDMONDS WAY, EDMONDS APPLICANT CONTRACTOR JOHN DENT EL JOHN DENT EL 643 EDMONDS WAY 643 EDMONDS WAY EDMONDS, WA 98020 EDMONDS, WA 98020 360-8 15-0669 LICENSE #: EXP: JOB DESCRIPTION N' PAIR N I PROPOSE TO REUSE LATERAL LIDNUMBER. N I INDER PUMP F-N—] PROPOSE TO REUSE SIDE SEWER 4" SIDE SEWER, CONNECT TO EXISTING LATERAL IN EASEMENT. ABATE SEPTIC TANK. EASEMENT INFORMATION N 7PROJECT CROSSES OTHER PRIVATE PROPERTY IVERJIFICATIONOF RECORDED EASEMENTS COMPLETE 9610170218 - Easement for ingress, egress & utilities. ENG20080016 Expiration Date: 4/22/2009 INDEKNITY. The Applicant has signed an application which states helshe holds the City ofEdnionds harmlessfroin ityuries, damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City ofEdmonds or any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and attorneyfees by reason ofgranting this permit. CALL DIALA-DIG (1-800424-5555) BEFOREANY EXCAVATION CALL FOR INSPECTION (425) 771-0220 EXT. 1326 24 HO UR NOTIC E REQ UIRED FO R ALL INSPECTION REQ UESTIS THIS APPLICATION IS NOT A PERNT UNTIL SIGNED BY THE CITY ENGINEER OR HISMER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN SPACE PROVIDED. .,n Printed: Tuesday. ADril 22. 20( RELEASED BY DA F-1 FtLECOPY INSPECTORCOPY F-] APPLICANT COPY 1� STATUS: ISSUED ENG20080016 SEPTIC TANK MUST BE PROFESSIONALLY ABATED PRIOR TO ENGINEERING FINAL. AN INVOICE FROM THE ABATEMENT COMPANY MUST BE PROVIDED. Refer to City of Edmonds Side Sewer Information handout for approved pipe materials, inspections and other requirements. A 6" cleanout with 12" locking cast iron lamphole cover is required at the property line. Maintain 10'separation between the sanitary side sewer and the water service line. INSPECTIONS E-Septic Abatement Inspection E-Sanitary Side Sewer Inspection &Engineering Final PARTIALfNSPECTION DATE: INITIAL: NOTES: PA RTIA L INSPECTION DATE: INITIAL: NOTES: FINAL INSPECTION APPROVED DATE: INITIAL: 0 2 2 5 10 Hill's SePtic Service 11230 51st Ave NE - Mantsville, WA 98271 (360) 659-3689 STREU FILE (425) 334-9789 -1 F. PT, XM NAME: ADDRESS: CITY, S �A-g E., D P �q -L, -V ;2 RECFIVED BY: Q RMFCM18 2007 ORIGINAL SL320S HILL'S SNOHOMISH COUNTY & SMOKEY POINT SEPTIC TANK SERVICE 11230 51st Avenue NE -Marysville, WA98271 (360) 659-3689 - (425) 334-9798 Name: Address: Date: Your Septic Tank Size Is: 300 Gal. 500 Gal. 750 Gal. 900 Gal. 1000 Gal. Bacteria Good Slow Inlet Baffle: Go�'d_--- �_,Bad Condition o Middle Baffle: Good Bad 4pridition of Electrical Connections: Good Bad Outlet Baffle: Good Con IftwofAlarm: Good—; Bad—; None Drain Field Appears Slow Not Working Evidence of Eff I.uent Surfacing In Yard: Yes No Your Septic Tank should be pumped out again In: YR(s) Date: House Is: - Occupied Comments: Unoccupied No. of People - _L �' NOTE: Put this up on a wall (utility room, garage, or back of cupboard door) for future reference. Thank You, Jim Bc CONDITIONS OF THIS SYSTEM ARE AS I SEE IT ON THE DATE LISTED ABOVE, Spohornisq,06'unty'Permit #20 AND DOES NOT GUARANTEE THE FUTURE OPERATION OF THIS SYSTEM. Island Cpdnty Permit #9 HILL'S SNOHOMISH COUNTY & SMOKEY POINT SEPTIC TANK SERVICE 11230 51 st Avenue NE - Marysville, WA 98271 Name: (360) 659-3689 - (425) 334-9798 y Address: Date: Your Septic Tank Size Is: 300 Gal. 500 Gal. 750 Gal. 900 Gal. kl_; 1000 Gal. Bacteria G d 00 Slow Inlet Baffle: ood Good Bad Condition q jRump---- Middle Baffle: Good Bad on Ition of Electrical Connections: Good Bad Outlet Baffle: 00 Good ad Conditto Alarm: Good Bad None Drain Field Appear s Slow Not Working Evidence of Effluent Surfacing in Yard: Yes No Your Septic Tank should be pumped out again In: YR(s) Date: House Is: Occupied Comments: e-?x;;67 :7 os Unoccupied No. of People " 'i". NOTE: Put this up on a wall (utility room, garage, or back of cupboard door) for future reference. Thank U Yo I '/ Jim Boerserna. CONDITIONS OF THIS SYSTEM ARE AS I SEE IT ON THE DATE LISTED ABOVE, SnohomishObunty Permit #20 AND DOES NOT GUARANTEE THE FUTURE OPERATION OF THIS SYSTEM. Island Cpdnty Permit #9 MANHO EXISTING L F6 4_7� F6 4-31 K� TER LINE CLEAN OUT (C/O) 4" SDR 35 PVC 4'DEEP TER METER U) 0 z 0 75 0 W �oo 'qT C) NOTICE: NO WARRANTY OF ACCURACY. The information shown on the attached map was compiled for use by the City of Edmonds, its employees and consultants. The City of Edmonds does not warrant the accuracy of anything set forth on the map. Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map, including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees or officers shall be liable for the information given on this map, nor for any oral representation provided based upon said map. , 0 F E-Djo,_ CITY OF EDMONDS SIDE SEWER AS -BUILT ADDRESS: PERMIT 643 EDMONDS WAY No- ENG20080016 CONTRACTOR: HOMEOWNER: S ALE: I JOHN DENTEL I NTS PECTED BY: DATE DRAWN: DRAWN BY: 4/28/08 _7E. SIBREL 6/26/08 B. SHIU DATEINSPECTED: I I PLANNING DATA STREET�T �Lk SINGLE FAMILY RESIDENTIAL Name: Site Address: q Odmon S WO TO-, 7 70 _S? 5"D 03 0660 Date: Plan Check # 6q Project Description: Reduced Site Plan Provided: NO) Zoning: Mao Page: Corner Lot: (YES Do_ Lot: (YES Critical Areas Determination 9: 0A ! �!�"3S Study Required 134vaiver SEPA Determination: Exempt Needed (for over 500 c tubic yards of grading) 0 Fee [J_ Checklist 0 APO List with notarized form Required S�?tbacks Street: Z Side: Side. R Actual Setbacks Street: Side: -7 Side.- r: El Detached Structures: Rockeries: El Fences[Trellises: El Bay Windows/Projecting Modulation: Stairs/Deck: Height DatumPoint: cx,-�4,n oel AovSe_ aturn Elevation: /00 Maximum Height Allowed: L( L-1 Actual Height: Other Parking Required: Parking Provided: Lot Area: 75 Maximum Lot Coverage: 35% Proposed: Lot Coverage Calculations: c- Lo --L- 72- 2- -4- 7-0 Z -7 4 ADU Created: (YES Subdivision: Legal Nonconforming Land Use Determination Issued: (YES A Ir COMMe(715 5 L 3� 7 6 7q. - � 9�.66 4 f q. Plan Review By - POW" Data Form 04 -11 -06.doc cr A% . 5 A cA- 1-44 OWNEWCONTRACTOR IS RESI FOR EROSION CONPROL AND I *lwsep Gov-qy, -Z- 795 2-7 (954 -730- 5 9 t 4" 'Zi --L-21 CIO - - - - -4- -79-9 7 m Lk L 1�z oaxk ma POW" Now% �x v— U r IZ*- - I I . A) kx-. ta ptg S.,u 14 52--d L4 VA.V-- V�rr� - V& t**- sl 003 & (alal 00 C047S rz-4r—,-- "lo P i �J4;, Al'-15 kJ& AECEIVED -wim 2 0 2012 DEVELOPMENT SERVICES COUNTER Afr .. -1 Zone 5-6 corner Setback AMu.-red Actual Front 5 7-0 7-0,- Sides w /C- 7 /5 Rear /\I Other t HgLo—t City of Edmonds Site Classification Page 1 of 2 OV --k Worksheet RECEIVED JUN 20 2012 7C. The project's Site Classification will dictate the specific stormwater maunvauge"m"ent requirements applicable to your site. Completing this worksheet will help determine the amount of regulated impervious sur . face and whether your project falls into the classification of a Small Site (Category I or Category 2), or a Minor Site. Please reference the Glossary (pp. 10- 10, Figures D and E, (pp. 8-9), and Examples (pp. 11 - 12), to assist with completion of this worksheet. 1) Is Permeable Pavement' Proposed For Use on this Site? Refer to Starmwater Supplement Chapter 5.1 El Yes If YES, the subject area is to be considered impervious for initial site classification purposes. Include total permeable pavement area in the calculation of Non -Regulated, Reolaced and/or New impervious surface areas in the table below. 2) Determine the Amount and Type of Existing & Proposed Impervious Surface for the Site Refer to Stormwater Supplement Chapter 2 and Fig. C 71 Line L Identify'the Non -Regulated Impervious Surface Area. Line 2: Identify the Replaced Impervious Surface Area,dividing the total between Exemp and Regulate ; either or both may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt under certain conditions. Refer to the Glossary and Figure D. CO Line 3: Identify the New Impervious Surface Area for your project. All impervious areas created post -July 7, 1977 or --J f after the date of annexation into the City are regulated & should be included in this total unless they can be categorized separately as a Replaced -Regulated area. :10 Line. 4: Enter the sum of the total Replaced-Replate plus the total New impervious areas. Line 5: Identify the total area currently mitigated by an existing city -approved stormwater management system. Line 6: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated.area in which stormwater controls have not yet been applied. n Line 7: Identify the total area proposed to be mitigated through the use of Low Impact Development Techniques. Line 8: Identify the total area proposed to be mitigated through conventional Stormwa ter Management Techniques. Provide a copy of the following table on the drainage plan sheet for the proposed project Line Type Area (square feet) 1. Non -Regulated Exempt Regulated 2. Replaced 01. X 3. New (Post 1977) 4 4 4 4 44 4 4 4 + .......... . ................... ... ... . Total Regulated Impervious Area Q_�77 -7' 4. Mitigation required if in exces s of 200 A 5. Total Area NUtigated by Existing Stormwater Management System(s) 6. Regulated Area Not Yet Mitigated 7 Area Proposed to be Mitigated. by Low Impact Development Techniques Area Proposed to be Mitigated through Conventional SWM Techniques (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf or stone) Revised on 310512012 E72-SWAI Erosion—Control-03.05.12 Page 5 of 12 7— Lu 0 :3 0 0 x 0 x 0 or .0 LU STREET FILE REcav= &M APR 2a ENG'NEERING DIVIS10iV ROAD EASEMENT MAINTENANCE AGREEMENT We, the undersigned owners of 639, 641, 643, 645, and 647, Edmonds way (legals attached) do hereby covenant and agree for ourselves, heirs, successors, and assignee's for the mutual benefit of all signators of this agreement together with their heirs, successors and assignee's to grant an ingress, egress and utility easement and further agree to a common maintenance agreement of the following described property: PARCEL A: An easement for private driveway, together with utilities leading from Edmonds Way and covering the following described strip of land: begining at the N.E. corner of the N.E. 1/4 of the S.W. 1/4 of the S.W. 1/4 of section 25, township 27 north range 3 east W.H.; thence north 88 degrees 321 07" west along north line thereof a distance of 516.90 feet to the Northeasterly line of Edmonds Way thence south 39 degrees 051 east along said road for 413.3 feet to the point of begining; thence north 50 degrees 551 east 150 feet; thence South 39 degrees 051 east for 22 feet; thence south So degrees 55, west 150 feet to the northeasterly line of Edmonds Way; thence northwesterly along said line for 21 feet to the point of begining. PARCEL B:together with an easement for a private driveway and utilities over, under and through the following described property, to wit: That portion of the northeast 1/4 of the southwest 1/4 of the southwest 1/4 of section 25 township 27 north, range 3 east W.M., Snohomish county, Washington, described as follows: Commencing at the northeast corner of said subdivision and running thence north So degrees 321 0711 west along the northerly line 214.22 feet; thence south 39 degrees 051 east parallel with the margin of state Highway 104 (Edmonds Way)102.32 feet to the point of begining; thence continuing south 39 degrees 05# east 135 feet; thence south 50 degrees 55# west 80 feet; thence north 39 degrees 050 west 114.27 feet; thence north So degrees 550 east 67.75 feet; thence north 8 degrees 371 west 24.16 feet more or less to the point of begining. AND FURTHER, 1. That the purpose of said easement is for ingress, egress, and utilities and the construction, use and maintenance X thereof. to 2. That the maintenance costs of this road easement described U1 Cn PI W C by this declaration shall be borne in equal shares by the ir z U) < easement; or owners of all lots served or adjoining said 0 their heirs, assigns, or successors. Ul C-11 3. That this private road will be subject to an utilities easement in favor of the grantor or his successors and of any; electric, telephone, television cable, gas, water, or sewer compapy, public or private, or their permitters or assigns to install, construct, operate, maintain, alter, OLYWIPIC 111011".., - WATER & SEWER WSFI'Ki 23725 Eftonds V-j',ty 961017 2 18 VOL. 3223PA0139 Edmonds, WA 98026 0 774-7769 LU ZI to 0 71 0 0 I z LU Z 0 and repair their respective utilities, together with the right of ingress and egress for said purpose. 4. That this private road described by this declaration whether it remains private or becomes a dedicated county or city road, there is the additional right to make all necessary slopes for cuts and fills; and the right to continue to drain said roads and ways over and across any lot or lots where the water might take a natural course upon reasonable grading pursuant to improvement for dedication of the road shown herein. S. This easement shall run with the land and shall be binding an all parties having or acquiring any right, title or interest in the land described herein or any part thereof. IN WITNESS WHEREOF, Grantors have executed this instrument an the date(s) executed below. Thomot-4ane s e �K,B. Zevenbergen Dav evenbergen Stacier, 41, 1. tep ens Joleng-m Tri n 'David L. Cummi gs 4% Mril,�c —mum ami g&Zs Monte Clouston, President western commercial Dev. Corp. STATE OF WASHINGTON COUNTY OF SNOHOMISH 7)?a A 11(ld, jo/uz 6V," a09-17 On this day personally appeared before me Dwlb /' d F)IN6S to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. Given 9M—r ihy-hand and official seal this /0�damy of 1996. y pub c in and for the �p f W;..�:j te of Waqoington, residi ta ng t OLYMPIC ME!," WATER & SEW -n C-ISTMC I 23725 Edmonds Way %% WASO" - EdMonds, WA 98096 vot. 3223.FAGE0140 174-7769 9610170218 f 4 '10A 9ZO96 vm'spuOwp3 RECORDED km SPUOWP3 9ZLEZ MUM 1.33MN VISIM .M3!A OldNA10 TAX ACCOUNT NUMBER:252703-3-0156-0002 96 OCT 1.1.7 - AM 1.11 .11 AUDITOR IMPERVIOUS AREA SHOHOMISII COUNTY. WASHJ HOUSE FOOTPRINT 1556 SO. FEET DEPUTY qR?TH FRONT WALK 5Z SO. FEET DRIV."Ay 382 SO. FEET MAXIMLM TOTAL: 2000 50, FEET 'o u V; w LEGAL OESCR:PTIONI BEGINING AT THE HE CORNER OF THE 14C 1/4 IF THE SW 1/4 OF THE SW 1 '4 OF SECTION 25 TOWNSHIP 27.N. R3E, W,M.;/THENCE NORTH 88 DEG 32'07* WEST ALONG THE NORTH LINE OF SAID SUBDIVISION 214.22' ; THENCE SOUTH 39 DEC, 05' EAST 20Z.33'; THENCE NORTH 50 DEC 55' EAST 109-62' MORE OR LESS TO EAST LINE OF SAID SUBDIVISION; THENCE NORTHERLY ALONG EAST LINE OF SAID 00 V) SUBDIV:S:ON 82.64 FEET. MORE OR LESS TO THE POINT OF BEG N NO ?—j z 0 LLJ ot. It z NOTE: LOT ELEVA710;4 CHANCES LESS THAN I FOOT OVERALL NO 5' CONTOURS SHOWN OVILD114G HEIGHT 23' 4 3/4- W 'd0l.ICInV'N3E)MlMHn sog:A.LNnoo HSIW0H0N4q.q:lqvc�6.N-.. - vl�l ui Ln %" POLY 2'DEEP w/ TRACER CONCRETE DRIVEWAY r-111-77-7711777711\ [6-4--71 F6 4- �3 LINE EE STREET FILE WATER METER NOTICE: NO WARRANTY OF ACCURACY. The information shown on the attached map was compiled for use by the City of Edmonds, its employees and consultants. The City of Edmonds does not warrant the accuracy of anything set forth on the map. Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map, including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees or officers shall be liable for the information given on this map, nor for any oral representation provided based upon said map. -1 () F ED*_ U) 0 z 0 W CITY OF EDMONDS WATERLINE AS -BUILT ADDRESSi PERMIT 643 EDMONDS WAY No- BLD20070863 CONTRACTOR: HOMEOWNER: SCALE: I JOHN DENTEL I NTS DATE INSPECTED: INSPECTED BY: DATE DRAWN: DRAWN BY1 4/28/08 1 E. SIBREL 1 6/26/08 B. SHIU