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15902 70TH AVE W.PDFIIIIII IIIII IIIII IIIII IIII IIII5510 15902 70TH AVE W CITY of EDMONDS ftEcE SIDE SEWER P MIT For Inspection Call 771-3202 1 PERMIT NO 7255 JAM omp Address of Construction: lL�C (' �!I A) - Property Legal Description (Include all easements): ChC'6 c 1 LY_NNWOOD LINE Owner and/or Builder: RICH,14D i t1 /T 7-lq 1) )Aj Contractor & License No: CO Single Family Residence_ 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 Yes (If Yes, easement required, attach legal description and county easement number.) PLEASE READ THE ITEMS LISTED ON THE BACK 9 Lqv --A /- 2 I certify) that I have read and shall comply Date with the items listed on the back. Permit Fee: �,30, 00 Trunk Charge: � .00 Assessment Fee: Partial Inspection: Issued By: r Date Issued: Receipt No.: Comments Date Initial Final Inspection Approved: Date Ini al Rejected: White Copy - File eason ** PERMIT MUST BE POSTED ON JOB SITE ** Green Copy - Inspector Date nitia Buff Copy - Applicant D. :TL-; . D.LT L ILEC: 1'`. 7 r Robert �, :i.:�,s any., Violet L. BL his wife 9 L Johan;?•--", !,,T, �-FT his wife July 1 , 195C) July 9, 1?J6 1198039 L ji.ND `01 Ta I.CT Description: `.i'he North, 20 feet of the folloxin_7 descri b, d tract: All that portion c,f Tract 36, �;Teado vdale Beach, Supplemental Plat, a,ccerdto plat thereof recorded in volulm 3 of plats DaFe 42, rederds o:. said County, described as folio is: BE'.e`i nai ng at the southeast ccr er. of said tract 36, running the.-:ce west alos.g the .;oath li.c�e thereo:L a distance of 3 g.79 _Feet; thctnce norther.3- a distance of 139.21 feet to a poirit which is o 346,64 feet west of the e„sterly line of said tract 3b; thence southerly alon;, t.ie easterly lire of said tract 36 a distance of 136.s3 to the point of be.gin.nillC�o east,-r.ly 20 feet t`-:^reof for road; To -ether v:it; i tli? north hal- of vacated .road to the south abuttin- upon said property, The Side Sewer .-Drawing LYNNWO City of Edmonds EASEMENT NO. ............. ------------------------------ NEW CONSTRUCTION El REPAIRS ❑ LID NO. -------- ASMT. NO.. .--..... OWNER RICHAR.Ck .... WMITTMA-N ---------------------------------- CONTRACTOR .PeMe .... FOST ------------------------------------------------ PERMIT NO. 72,55 B ADDRESS -.15.901 .... --------------------- LEGAL DESCRIPTION: LOT NO. ---------------------------------------- BLOCK NO. [OLIN ------------------------------------------------ ---------------------------------------------------------------------------------------------------- ------------ PWW-0001 -11/75 (REV. 11/78) NAMEOF ADDITION ------------ ---------------------------------------------------------------------------------------------------------- Approved: DATE)lctwjw� ... Z(J.98.5 ----- By -------- -- ------------------------ CITY OF EDMONDS / ENGINEERING DEPARTMENT 250 Fifth Avenue North, Edmonds, Washington i APPLICATION FOR A SEWAGE DISPOSAL SYSTEM PERMIT D (Submit 3 Copies) Permit to be issued to: ......!�-f.GN .�.----_---P . vj-'-T174f�1�.. .............................. For installation at: (street address)----- 01. I.. 2..".....I.©...............!1.V I.......... ' !. aQ.M..pfla0 ........ .... Additionor Subdivision----------------------------------------------------------------------------------------------------------- Lot.-----......... ............. ff Type of Building: New............ Existing.. a..... Single family residence............ Number of bedroom ....2_ ............ Other: (specify typeoruse)------------------------------------------------------------------------------------- ------------------------------------------------------------------ guilder. 1>_.!P` P.�..1N.-1 M NN Address 1`S ...--7-�-�-- -----�-------------------------- LA &" Designer.................................................................................... Address_ ............................................. ............-...---.......-----....... Soil Log Hole No. 1.Ski.... AT�Ht/.................. ---------------------------------------------------------------------------------f---...----------------------.....---.....----------...-----------------.........---............------......------------. Soil Log Hole No. 2.41...A.---TF%1 CNC.1D.. -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Elevation of Water Table, if encountered. (Distance from ground surface) ............ ................................. Corrections to control surface water if needed. .........................................n!o Pv E .......................................................................... T__ - ........................................................................................................................................................................................................ Specify if any removing or grading of topsoil in field area ...................... o ........................................................ --------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Percolation: w �"qW — Voleep Test Hole No. 1 —Average Rate .... ........I ....................... (Fall in minutes/inch-bottom test hole) I, rr�� II Test Hole No. 2—Average Rate. G.................................................. (Fall in minutes/inch-bottom test hole) b Test Hole No. 3 —Average Rate...1... �"..................... ........... ...... (Fall in minutes/inch-bottom test hole) ' p Average percolation rate on which to base drain field design M-4 Date Taken...J�.-�j.�7� Septic tank requirements ased on present rules and regulations: ISO, Septic Tank Size...... ............gallons. �x 1 S 1 /N Amount of Square Vept jpf Disposal, Field.. Z ®0....... ......... ..... 0 Signature — Desi gn---- �.......................................................Date........-7-.....1. 7�..................... 6, DO NOT WRITE BELOW THIS LINE (To be completed by Issuing Agency) CM Permit issued date ................Permit Number............................................. Remarks:.......... �� �� ........ .----------------------------------- - -- --------------------------------- ---------------------------------. 1 CIS EXIST IN6 3 9PR S5 RVCIIUKE WILL BE REMODGLED INTO A I 2 gW �i'R19 c7v� E NE C X 1 IN6 SEPTIC �SYSTEM IS BETTER THHIV EXISTIN C, CODC TQE 'R - .`2'r 8DR PRIME 'RES $xy1 Q� Y W �Np�r�1 E X I SV I N(D too (41 p y LEACH LIVE 200 Rp fl ��10 SID - i N W % Rt ftim Fog 2 sDR• i4006iF EXISTINC (RT PERK FINE I { GARi9Gh� r 0, L'xISTIN6 7S� CAL. TAN4 zoo LIONT POLE - P RV, w� I S2� lu` Z'= soPaL4 0 0 CITY OF EDMONDS 9 ENGINEERING DEPARTMENT 250 Fifth Avenue North, Edmonds, Washington APPLICATION FOR A SEWAGE DISPOSAL SYSTEM PERMIT QQ (Submit 3 Copies) Permit to be issued to: ...... :.".,CH RRPw.�TTM...CN.N ...................................7..�....s.....-...�...6...s.....y............�p� For installation at: (street address) ..... 'J�.01.. ...i4 AVMWES.'LSDM0N.05 --- ----- .------- ---- ----- ------ .... --- Additionor Subdivision ........................ ------------------------------- ------ .. -------....................... Lot................ Block........-------- Type of Building: New...........- Existing._- Single family residence.....`^ ...... Number of bedrooms.... ................ Other: (specify type or use) -------------------------------------------------- -----------------------. .......------------------------ ------.......................... tC, R r i p Address...... .... . Builder----------- --- --PRO --- w.!TTM.HN N t Ski' 0 2 — 70 t/ • w Designer........ ........ ............ -------------------------------------- ......... Address ... ..................................... _............................................. Soil Log Hole No. 1.SEE... TT_0TC6C.0.--- _ .... ........ . Soil Log Hole No. 2-S9(... R I ) rCRE Q ---- . ---- ---------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------- -- ---------------------------------- Elevation of Water Table, if encountered. Distance from ground surface ................................... Corrections to control surface water if needed..........................................N Al ........................................................................................................................................................................................................ uNt Specify if any removing or grading of topsoil in field area...........................o........................................................................ ........................................................................................................................................................................................................ i Percolation: I, 8-9" — 16 `deep Test Hole No. 1 —Average Rate ........ i.i.......................... .. (Fall in rnimites/inch-bottom test hole) 11 Test Hole No. 2—Average Rate ... 2.1Z.w.................. ................. .. ...(Fall in minutes/inch-bottom /" test hole) Test Hole No. 3—Average Rate. .... . -_(Fall in minutes/inch-bottom test hole) 3` Average percolation rate on which to base drain field design ..'........ P� ......_.._.. Date Taken ...'.J�.-//. .7.. Septic tank requirements based on present rules and regulations: Septic Tank Size ..... 759........... gallons. C X I STiN 6 Amount of Square Fee no�iis!p`osaiel'd�..Z 9O /Si nature — Designer ....... ...... ..--- ......................... Date.. . `c... ../ / - 7..................... DO NOT WRITE BELOW T S LINE (To be completed by Issuing Agency) Permit issued date)A, .. --- -----------------Permit Number ----------- ................... ............... Remarks:..... ..... Cl...IJ...r -------------------------------- -------------------------------------- --------................................................................ -.......... ----....................................................................... t%� NIS EX15T IN 6 3 gpR 5i RVCiVKE WILL 66 REMoweD INTO p ' 2 gAZ si RV CluR E ANC- C- X151IN6 SEPTIC SYSTEM( IS BETTER THRAI ExusTIN c !,CODE fit: QvIRr Toe ` A • Z "8PR PRIVATE RESIpe02ZE $Yy' 16BYW VOW �ROP©5 p WD011O �� I�tIN6 2 G E X 15T I NG 100 (1, LEFICW LINE .Q 9V Ass To 200Q(4, "IN. RI: ftlRED POR 2 B NovSt CRT IVERK RME 1-% " CAI'aONb ISO 6AL TAPh LIGHT FOLI �3V. w 1 S2► 1u ' 0 0 CITY OF EDMONDS r ENGINEERING DEPARTMENT 250 Fifth Avenue North, Edmonds, Washington APPLICATION FOR A SEWAGE DISPOSAL SYSTEM PERMIT ( ubmit 3 Copies t R�c�+R Ro w 17f H RPA Permitto be issued to:................................................................. ........... ...................... ........... 15 g O Z - 10 +Z .....-..A tl . 4�l Fsi I� r� t<<ND-- .....NI A. For installation at: (street address) -------------_--.------------------_........--------------------------------------------------...------------------------------------- Additionor Subdivision .......................................................... ----------_---------_--- ............. Lot ........... ..... Block ................ % X 2. Type of Building: New............ Existing .......... Single family- residence .... ...... Number of bedrooms ........................ Other: (specify type or use)------------------------------------------------------------------ -_-_-----------c ---- R'CNPRO P. WITTMINt/ lsgc? • it A✓• �,---------------- Builder........................................................................................ Address............. ----................................................ -------------- t; A w• Designer................................................. .. ................................Address ... .......... .....-------------...................-................ ....... Soil Log Hole No. 1.FE.. a�� �. t CN............... .. ..... ....... ............ I ... ... ............. . ......................................................... -........................................... .... ........................................ ....................................................... r Soil Log Hole No. 2.4 + ? F, T (if 6 D .. ....................... ..................--------........-----.....------------------.......-- -----•---------•........................•---------•----••------•--------••--..........---...-•----------------------------------------....---•--.... --...... •................................... Elevation of Water Table, if encountered. (Distance from ground surface) ...... ..�..................................................... NCNB. Corrections to control surface water if needed....................................................................................................•--................. -----------------------------------------------------------------------------------------------------------------------------------....... .............................. ............................. .. A/(V Specify if any removing or grading of topsoil in field area................................................................................................... ------------------------------------------------•-----------------•---.......Ydeep--•---....-•-------.......---------•.....-----------.....-----...-----........•-----.......... '�.._.f�• Percolation: + Test Hole No. 1 — Avera a Rate... ..(Fall in inimites inch-botto+n 6" test hole) t' i Test Hole No. 2—Average Rate....+I,.A....................................... (Fall in minutes/inch-bottom "test hole) Test Hole No. 3—Average Rate ................................ .. .. .. (gall in minu s/inch-bottom {/" st of ) ItsAverage percolation rate on which to base drain field design -., . ri- Date Taken ..................... Septic tank requirement�asee on present ruled a r'egulaa ions: 4� ��`` GG i +/rN Septic Tank Size ........................... gallons. Amount of Square F et of Dis sal Field ..................... .. . 76 Signature — Designer.. .. '`:rC'Y:�� _ ............. Date................ . - ---�- DO NOT WRITE BELOW THIS LINE (To be completed by Issuing Agency) Permit issued (date) %'✓Q-. :2 444W ................Permit Number ...... -..... ....... ....................... 1♦ Remarks:........ &rtic..... ................................ ............................... ............ .............. ... ................................... -•--•--.......................................... ........................................... 9vy' sfw w000w t�l�i►N� goR �,�`��OCZ CE 3 � WILL 66 REM4pkCE0 1N i0 2 8 : i R�'CtuQf iNre SEai►C y1�76M IS- 6t7Tt iH u E X s1,tii G CODS P E A�► Q f S Too A Z BQR Pkf iK► t RES1aaA2 I EXISTING Klo (I. LEKFI LINE N1N. REQUIREO Fce 261P NCoSe RS PeKK Rate 154 q (�- Os�) CAltOIN6 ISO 6AL TANk GiGHT PC'l.ir' el EE CA FILE NO. Critical Areas Checklist Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: �J� %�.Z 7o �&e; Ft) i1kdA)j1f 2. Property Tax Account Number: zz-36 - 3. Approximate Site Size (acres or square feet): 5-6, evo. -Io fc—� 4. Is this site currently developed? V yes; no. If yes; how is site developed? A 1,( 5. Describe the general site topography. Check all that apply. ZFlat: 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 over a horizontal distance of 33 to 66-feet). T Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: NO ; Approx. Depth: 7. Site contains areas of seasonal standing water: 4/ U ; Approx. Depth: What season(s) of the year? 8. Site is in the floodwayA)J, floodplain No of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? %Vo Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ; shrubs ; mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: /V — . Rev 01/04/94 i ag0,l99- City of Edmonds Critical Areas Checklist 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 a development permit 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 City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her 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 necessaryto complete a development permit application. With a signed copy of this form, the applicant should also submit a vicinity map or plot plan for individual lots of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: Name /.s/oz 7n Street Address CJ/tt4U,h Iy49. 7ySaO Ci State, ZIP Phone ignature Date Applicant Representative: Name Street Address City, State, ZIP Signature Phone Date City of Edmonds Critical Areas Determination Applicant: Richard Wittman Determination #: CA-94-88 Project Name: Permit Number: Site Location: 15902 70th Avenue West Property Tax Acct. 5133-000-036-11 #: :1 Project Description: Potential subdivision proposal Waiver Criteria (If all of the following criteria are not satisfied, a study will be required): Undetermined There will be no alteration of the Critical Area or its required buffers; Undetermined 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; Undetermined The development proposal meets the minimum standards of the Critical Areas ordinance; The above findings are based on the following conditions: The City has confirmed the presence but not the extent of two types of Critical Areas on the site. These include a Wildlife Habitat area, and a Geologically Hazardous Area. Based on the conditions of the site, a Critical Areas Study will be required. First, a report submitted by a Wildlife Biologist is needed to classify which habitat area(s) occur on the site. The Critical Areas Ordinance specifies two types of Habitat Areas, these include Critical Habitat and Significant Habitat (habitat areas described in ECDC 20.15B.070.A.1). A written determination from the Department of Wildlife concerning the Habitat classification may substitute for a report of a Wildlife Biologist. For the Geologically Hazardous Area, three categories are present (see ECDC 20.15B.070.A3): Erosion Hazard Areas, Landslide Hazard Areas, and Steep Slope Areas. The preliminary report that the planning department will require before any permit application may be submitted is a topographic survey prepared by a Licensed Land Surveyor combined with a soils report prepared by a Geotechnical Engineer which delineates the three categories of Geologically Hazardous Areas on site. I. Erosion Hazard Areas occur with Alderwood Soils located on slopes greater than 15%. 2. Slopes greater than 15% which exhibit geologic characteristics of earth movement are defined as Landslide Hazard Areas. 3. Any slope over 30% with more than 10-feet of rise will be classified as a Steep Slope Hazard Area. A 50-foot buffer is required from both the top and the toe of the slope. All Critical Areas studies must be completed under a three party contract where the City hires the professional required, and the applicant pays for the study (pursuant to ECDC Section 20.15B.150). City staff would like to arrange a meeting with the applicant to set a timeline for selecting a consultant(s). The applicant may also suggest qualified professionals for the City's approval. After the Critical Area Study(ies) are complete, and the location and classification of the Critical Areas are mapped, the applicant may move forward with their development plans. For your information, each Geologically Hazardous Area category has a specific level of information which must be submitted before any development may occur in those areas. 1. Erosion Hazard Areas: An Erosion Control Plan approved by the City of Edmonds Engineering Department. 2. Landslide Hazard Areas: The applicant must follow the comply with ECDC Chapter 19.05 as required by the Building Official. 3. Steep Slope Hazard Area: Any development which is not identified as an exception pursuant to ECDC Chapter 20.15B must receive a Reasonable Use Exception (Variance pr s pursu t to ECDC 20.15Zate ). r Stephen F. Bullock Name Sig ature May 10, 19 MEMO TO: Harry Whi tcutt Building official FROM: Richard It. Allen Assistant City Engineer 4SiD� SUBJECT: Building Permit 8pplication for Richard Wittmann 03 70th Avenue 1. Septic system must be revised to conform to existing Code. Permit necessary from engineering department prior to issuance of building permit. 2. Building site plan not correct per legal. Note that set- back is 35 feet from existing 20-foot riahtRofoway on 70th Avenue g. Revise drawing and resubmit showing driveway and elevations with corrected house location. RHA:mjr 0 MEMO TO: Harry Phitcutt Buildino Official 0 DATF : Hay 17, 1976 FROM: Richard Ii. Allen Assistant City Fnnineer SUBJECT: Building Permit Application for Richard !littmann, 15902 70th Avenue 1% After review ofthe subject building hermit application, we have the fol- lowing comments: 1. fxistina septic system 15 adequate per submitted data. 2. Revis.ed. site plan is n.Y. 11HA mi r Permit Address i1°•i�. wzw Jcrrption dos Ir, G BUILDING PERMIT P.FVIE!I = FNGINFFRTf a A N CHECK LIST Reviewer's Intials 1. Septic Tank System design Approve Sanitary Sewer Availahility 3/9/76 Sht. of Dwa. No. Project: Side Sewer Availabi)ity: Any Sanitary Sewer Connection Fees .1 _1 4. Site Drainage Checked 5. Storm Sewer Availability: Sht. of Dwq. No. R Project: Roadside Ditch 6. Grading & Final Contours_ WOT :599N 1i ON PLArN Sidewalks (Site Inspection shows condition of existing walks as follows): woo Curbs 9. Curb Cuts , jnw Underground Wiring °a Street Lightina 11. §Xeet Right-of-way & Bldg. Setbacks: Sht. t H of Dwg. No.SEC,.5_ of Official Street Map. � WIC jC-PAJ (r xisting Utility Fas mats W�ri Access Easements m 14. Water Mains & Fire Ily rants (Indicate Size !later Main) N#*/A/ �,Ci1Nrj��s Bonds for Site !fork. W M Raw 0 16. pecial Requirements listed in memo to Bldg. Dept. Sl M KVVYb Commercial & Apt. Requirements form comnleted N Drawings stamped & notations made 6 r � :2 Site Inspection made on4-� 71 A11 items filled in on Pldg. Permit Application L Ac This Lot included in Subdivision (List any special requirements): 0 1 - � G IML �� i�• �� j a 3f5RM = 900 d9Al-OV4*NIt OP A