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16612 74TH PL W.PDFIIIIIIIIIIII 5958 16612 74TH PL W ADDRESS: TAX ACCOUNT/PARCEL NUMBER: (57((3 ( 000 0 `1`-C VV BUILDING PERMIT (NEW STRUCTURE): I V COVENANTS (RECORDED) FOR: G i f g I a oa 3 qo ld Hi i1 m l e S S CRITICAL AREAS : _l T DETERMINATION �nditional Waiver Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DA' PARKING AGREEMENTS DA' EASEMENT(S) RECORDED PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: I A SIDE SEWER PERMIT(S) #: -74 a 9 GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DATED: L:\TEMP\DS'Cs\Forms\Street File Checklist.doc 00 0 r fN •r W CITY of EDM16N 0 S For Inspection Call 771-3202 STREW' FILE Address of Construction: RECEIVED VOE SEWER PERMIT JAN 1) 1986 ✓PERMIT NO. 07429 p1mLIC. WORIt� � Ftnwoo[) LINE ff, Property Legal Description (Include all easements): Owner'and/or Builder: Contractor & License No: Single Family Residence (/ Multi -Family (No. of Units ) N Commercial (No. of fixture Units ) Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way Construction Permit.required. Call One -Ca ll-Center (1-800-424-5555) before.any excavation.) Cross other Private Property: No �/� Yes (If Yes, easement required, attach 1_egal description and county easement number.) EASE READ THE ITEMS LISTED ON THE BACK /// / ` �6 c rtTf 'at_I ave read and shall comply Date th the items i isted on the back. Permit •- Date Iss -• Assessment 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 The City of Edmonds Side Sewer Drawing EASEMENT NO. ------------------- ----------------- ......... MCPID. Cx*4N- NEW CONSTRUCTION ❑ REPAIRS El LID NO. 21-0 ----- - ASMT. NO- --------------- OWNER )4EW-.T.OW TRACTOR ---- RJU - - -- ----------------------------------------------------------------- CON -55_ --- &H_N-G0-t4 ----------- --------- PERMIT NO. 7�4.2,9. TM JOB ADDRESS - ----- 74 ------ Pl- ------- 4 -------- ----- LEGAL DESCRIPTION: LOT NO. — ----------------------------------- BLOCK NO. ----- p---- N - N - WOO�L�INE -------------------------------------------- ........... --------------------- IL—Y -TVA zc *no sc CLg 0 Z;' 7,MO rr 0-, g CD cy tt IL 93' c,' Al IK 8.5 DP ",4"Tes-T Tim I'DP -_Ip 4wr.c, c- P PWW-0001 -11/75 (REV. 11/78) NAME 14' 15' 14 ------------------------ ------------------- I ------------------ '174-w Approved: DATE 0 0, a 11 ��%rj 'HD u:. tidG u.: y:: u.�y •. ;r. ,�; i...... r,� r.... ,� .i.r r �c. -aa SHNNVld • SNOk3A*dns • S213 MIDN3 'ON 3"11d rC�sQ `� j�o�yJ /SroyOtii��' .. 7/7`c r r 1"We 6"Ysv i✓!►'�o! aid-S��' ,o7�i.�n�id'�Q I •ems �i.s ��..�CCr °,t,�:,r�*, •, ��'-„o • z',�r . �c. •y�Ls.is •/oa�niy� ;cva ' is s BZd � L •o/ooE' OS/ ar..nsSb/ - 'asnof/ ctia�oi�aq cv»1 •,yc • Ls o od s-.i /y, wos vs yf,.irr •L�,(S .iS D�gbr+•r o�� v w�7 .rv✓ at�j :.�o+iaid +•yyc }o ��xr+s �a-D�� 6.. yCs.x9 �• Jac-.rs+er,sr a a�' vevfd�/�ss�� �a�' /F b S0-;e otio`/d ;0f 7or Zc. I ya � y -+•,ward IP, N 9� t 'o ti I 9 Critical Areas Checklist CA. File No: b3-9 y Site Information (soils/to ography/hydrolo /vegetation) �V 1. Site Address/Location: L J AN % 2. Property Tax Account Number: Q 0CW ©Q pFjq 3. Approximate Site Size (acres or squ a feet): 01 Hj�r 4.. Is this site currently.developed? es; no. If yes; how is site developed? r 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 over a horizontal distance of 33 to 66-feet). 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): �i 6. Site contains areas of year-round standing water: -.Approx. Depth: i 7. Site contains areas of seasonal standing water: ; Approx. Depth: tJ 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 primarily: forested : meadow_-- shrubs : mixedurban-� --�, landscaped (lawn, shrubs etc) 11. Obvious wetland is present on site: For City Staff Use Only 1. Plan Check Number, if applicable? 2. Site is Zoned? -S 3. SCS mapped soil type(s)? (�-,.,+ Ve1(N 4. Critical areas mvenrory or k-A. map indicates Critical Area on site? �/� 5. Site within designated earth subsidence landslide hazard area? DETERMINATION REQUIRED WAIVER Reviewed Critical Areas Checklist.dod4.22.2003 Date: s OF ED—At City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 4Cg90 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 City Hall (Critical areas inventories, maps, or soil surveys). . Date Received: " / UJ 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, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the ap licant, his/her/its agents or employees. By my signature, I certify that the t fo tion and ex 'bits herewith submitted are true and correct to the best of my knowledge and that I am authorized to 1 s applicatio on th ehalf of the owner as listed low. SIGNATURE OF APPLICANT/AGENT DATE Property Owner's Authorization By my signature, I certify at I hay authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for a pu lic officials and theNstaff of the City of Edmonds to enter the subject property for the purposes of inspection an po tin ttendant to this app c SIGNATURE OF OWNER DATE PLEA, SE PRINT CLEARLY Or/Applicant: Applicant Representative: Name Name n 1 9, Street Address Street Address D - �o'La City State I Zip City State Telephone ,2_z; Z- q Telephone: Email address (optional): �_f ��' q lQ " (l Email Address (optional): Zip Critical Areas Check] ist.doc/4.22.2003 CITY OF EDMONDS CRITICAL AREAS DETERMINATION Site Location: 16612 74`' PI W Determination: Study Required Applicant: William Linton Tax Acct. Number: 5131 000 094 00 Determination #: CA-03-91 Owner: WLFB Investments LLC CRITICAL AREAS DETERMINATION: STUDY REQUIRED (CA-03 91) During review and inspection of the subject site, it was found that the site may contain or be adjacent to a Steep Slope Hazard Area, pursuant to Edmonds Community Development Code (ECDC) 20.15B.060A3c. A Critical Areas Study will be required to delineate the boundaries of the critical area, buffers, and setbacks. STUDY REQUIREMENT — STEEP SLOPE HAZARD AREA Prior to submission of any development permit, you will be required satisfy the requirements of the Critical Areas Chapter 20.156 by completing the following Steep Slope Hazard Area Delineation Requirements: 1. A topographic survey must be prepared by a Licensed Land Surveyor to delineate any Steep Slope Hazard Areas. A steep slope hazard area is defined by ECDC 20.1513.060 as ground that rises at an inclination of 40% or greater within at least 20 feet of elevation change. In order to delineate a steep slope hazard area, it is necessary to locate the top and toe of the slope. The inclination of the slope is established by averaging the inclination over at least 20 feet of vertical relief. A 50 foot wide buffer plus a 15-foot building setback will be required from both the top and the toe of the steep slope hazard area. Refer to ECDC 20.1513.080C and 20.15B.110A. 2. In order to complete the Study Requirement, a map must be submitted to the Planning Division for review and approval. DEVELOPMENT PROPOSALS ON A SITE WITH STEEP SLOPE HAZARD AREAS Development is restricted within the Steep Slope Hazard Area, its buffer, and/or building setback. If development must occur within these areas, the applicant may pursue certain processes provided in the Critical Areas Chapter of the Edmonds Community Development Code. The applicable process depends on the specific development proposal and site but may include one of the following: Buffer Reduction. For development proposals within 65-feet (50-foot buffer plus 15-foot building setback), but no closer than 25 feet (10-foot buffer plus a 15-foot building setback) from the top or toe of the slope, the 50-foot buffer requirement may be reduced to 10 feet if a study is completed by a licensed geologist or geotechnical engineer. The study must clearly demonstrate that the proposed buffer alteration will have no adverse impact upon the site, the public, or any private party. Essentially, development could be allowed as close as 25 feet fro m om the top or toe of the slope. The 15-foot building setback always applies no matter how much the buffer is reduced. Refer to ECDC 20.15B.110A. Steep Slope Exemption, Critical Areas Variance, or Reasonable Use Exception. Development proposals closer than 25 feet from the top or toe of the slope may be allowed through the approval of a steep slope exception, critical areas variance, and/or a reasonable use exception. These Land Use Permits that must be obtained through the Planning Division. Refer to ECDC 20.1513.110D2, 20.1513170A, and 20.1513.040C. 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. Refer to ECDC 20.156.040. If you need additional information, please contact a Planner. 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 City of Edmonds Critical Areas Determination Applicant: William Linton Determination #: CA-2003-91 Project Name: Linton Deck Permit Number: Plan Check #03-341 Site Location: 16612 74`h Pl W Property Tax Acct #: 1 00 5131 000 094 00 Project Description: Replacement of Existing Decks Determination: Conditional Waiver The proposal includes replacement of three existing decks. The proposal meets the criteria of a Conditional Waiver as listed below. The following criteria were used in making the determination per ECDC Section 20.15B.140(A)(2): 1. There will be no alteration of the critical area or its buffer. 2. The development proposal will not impact the critical areas in a manner contrary to the goals, purposes, objectives and requirements of this chapter. 3. The development proposal meets the minimum standards of this chapter. This conditional waiver is specific to plan check number 03-341 only. Any future development proposals must be individually reviewed to determine whether a critical area study is required. Kathleen Taylor August 18, 2003 Name Signature Date s �y-06,oC RETURN ADDRESS: City of Edmonds, City Clerk I Illill IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII 121 5th Avenue North 200309181173 5 PGS , Edmonds, WA 98020 09 -18 - 2003 04 : 32pm :.$23.00 SNOHOMISH COUNTY. WASHINGTON RECF—IVED �V 10 2003 EDMOND5 CITY CLERK COVENANT OF NOTIFICATION AND INDEMNIFICATION/HOLD HARMLESS Reference #: Grantor(s): (1) WL-F 6 additional on pg. Grantee(s): City of Edmonds `� 9 Legal Description (abbreviated): Sec Twn - -N Rng �Qtr, OR Lot " Block Plat Assessor's Tax Parcel ID#(s): (1)_ A-1000219 0 a (2) Assessor's Tax Parcel ID# not yet assigned CITY OF EDMONDS �7 APPROVED FOR RECORDING DATE: `[,PAGE I OF ,5-'' Under the review procedures established pursuant to the State Building Code, incorporating amendments promulgated by the City of Edmonds, and as a prerequisite to the issuance of a building permit for the construction of a residential structure and attendant facilities, the undersigned OWNERS of property do hereby covenant, stipulate and promise. as follows: • 1. Description of Subject Property APPROVED FOR RECORDING: BY:*�,DATE PAGE OF This covenant of notification and indemnification/hold harmless relates to a tract of land at the street address of L �q-onsert street address), Edmonds Snohomish County, Washington and legally described as: a) tPL S LOf -(I At-(1 L [o g4F-I -r6C) —(0 r-,-tA- LA 5 t) -<k, -o ` 1 © !y6 N Ali l -q M L- i', L� 1til o0q PT --ro 6t) jU'f �-'l `ti""�( ly L-4 to �- 2. Notification -an Covenant of Notification The above referenced site (hereinafter "subject site") lies within an area which has been identified by the.City of Edmonds as having a potential for earth subsidence or landslide hazard. The risks associated with development of the site have been evaluated by technical consultants and engineers engaged by the applicant as a part of the process to obtain a building permit for the subject site. The results of the consultant's reports and evaluations of the risks associated with development are contained in building permit file number � (insert number) on file with the City of Edmonds Building Department. Conditions, limitations, or prohibitions on development may have been imposed in accordance with the recommendations of APPRO D FOR RECORD G: BY: DATEf� PAGE OF the consultants in the course of permit issuance. The conditions, limitations, or prohibitions may require ongoing maintenance on the part of any owner or lessee or may require modifications to the structures and earth stabilization matters in order to address future or anticipated changes in soil or other site conditions. The statements and conditions proposed by the OWNERS' geotechnical engineer, geologist, architect and/or structural engineer are hereby incorporated by reference from the contents of the file as fully as if herein set forth. Any future purchaser, lessee, lender or any other person acquiring or seeking to acquire an interest in the property is put on notice of the existence of the content of the file and the City urges review of its contents. The file may be reviewed during normal business hours or copies obtained at the Building Department, City of Edmonds, 121 5th Avenue North, Edmonds, Washington 98020. 3. Indemnification and Hold Harmless The undersigned OWNERS hereby waive any and all liability associated with development, stating that they have fully informed themselves of all risks associated with development of the property and do therefore waive and relinquish any and all causes of action against the City of Edmonds, its officers, agents and employees arising from and out of such development. In addition, the OWNERS on behalf of themselves, their successors in interest, heirs and assignees, do hereby promise to indemnify and hold harmless the City of Edmonds, its officers, agents and employees from any loss, claim, liability or damage of any kind or nature to persons or property either on or off the site resulting from or out of earth subsidence or landslide hazard, arising from or out of the issuance of any permit(s) authorizing development of the site; or occurring or APPRO ED OR RECORDING: BY: DATE: PAGE --�-- OF � arising out of any false, misleading, or inaccurate information provided by the OWNERS, their employees, or professional consultants in the course of issuance of the building permit. 4. Insurance Requirement In addition to any bonding which may be required during the course of development, the Community Services Director KS/410 not (strike one) specifically required the maintenance of an insurance policy for public liability coverage in the amount and for the time set forth below in order to provide for the financial responsibilities established through the indemnification and hold harmless agreement above: 5. Covenant to Touch and Concern the Land This covenant of notification and indemnification/hold harmless touches and concerns the subject tract and shall run with the land, binding, obligating and/or inuring to the benefit of future owners, heirs, successors and interests or any other person or entity acquiring an interest in property, as their interest may appear. This provision shall not be interpreted to require a mortgagor or lender to indemnify the City except to the extent of their loss nor to obligate such persons to maintain the insurance above required. • • APPR ED OR RECORDING: BY: DATE: PAGE OF-5--= DONE this 5L day of 4i6tazz� , o2Q�,3 By: By STATE OF WASHINGTON ) ss: COUNTY OFy`%VDH-01-- ) certify that I know or have satisfactory evidence that / 7'O signed this instrument and acknowledged it to be (his/her) free and voluntary act for the purposes mentioned in this instrument. DATED this day of �Q.. SglO N F t >� o�NOTAR y'�2 + / .1. U �j PUBLIC ; ��voo eWAS�� L:\TEMP\BUILDINGXMEADOW\COVENANT My commission expires: q _ / % 02oQg J FILE CA CITY ft_qFP%WJ&r=S CIVIC CENTER • EDMONDS, WASHINGTON 98020 • (206) 775-2525 DEPARTMENT OF PUBLIC WORKS June 11, 1980 Mr. Allan Morgan Reid, Middleton and Associates, Inc. 121 5th.Avenue North - Suite 200 Edmonds, Washington 98020 Dear Allan, HARVE H. HARRISON MAYOR SUBJECT: DRAINFIELD REPAIR FOR PAUL'NEWMAN RESIDENCE t 7 T PLACE WEST Thank you for your letter of May 2, 1978, regarding the' subject drainfield repair. With this additional information and in view of the context related to the old drainfield, we are approving your plan. Please submit as -built drawings. If you have any questions, please contact Bob Franklin, Engineering Division, at 775-2525, extension 220. Sincerely, J ADAMS, P.E. City Engineer BF: jky -2 S B Franklin Dt Reid, Middleton & Associates, Inc. lal ENGINEERS • SURVEYORS • PLANNERS 324 Main Street, Edmonds, Washington 98020 • (206) 775-3434 Mr. Bob Franklin City of Edmonds Civic Center Edmonds, Washington 98020 Re: Drainfield Repair for Paul Newman Dear Bob: May 2, 1980 File No. 79-050 Pursuant to your memo of September 14, 1979, copy enclosed, we are re -submitting the one copy of the original application submitted September 1979• In answer to the design requirements as indicated in your memo, we offer the following: 1) Due to the existing site conditions at the time of the submittal being a failing site drainfield system, with ground water infiltrating the drainfield system, no percolation tests were possible at that time. We therefore were using a design rate, for the repair, of the existing system of 0.7 gal/sq.ft/day which is the approximate percolation rate through a mature drainfield system. This rate is far less than what would normally be allowed if regular percolation rates were used. 2) The original drainfield was found within the banks of the creek and was seeping into the creek. It is our opinion that the original condition was totally unacceptable and was presenting a potential health hazard to the adjacent property owners who had been complaining of the odor for some time. We therefore designed a repair which would be in confor- mance with the state guidelines which allows a minimum of 75 feet should there be no adverse effect from the reduction of setbacks. You will also note that our design also included the installation of an interceptor to intercept adjacent ground water which at the time of our investigation was ;totally saturating the existing and proposed drainfield site. Snohomish County Health Department regulations allow installation of drainfields in slopes up to and including 30% if the setback between lines is increased to 10' in our design submittal. Our survey crew indicated that the slope from the old fence easterly for 75' + was originally 22% then the slope increased to 40% + to the road and house. 3) You will note that we have added the above mentioned data to our original drawing. I' _ )" 6 1980 i Ir. Of Pubiic Works Mr. Bob Franklin • Page 2 • May 2, 1980 4) The method of maintaining an adequate clearance between ground water and the bottom of the drainfield trenches is the installation of the inter- ceptor system. 5) The rationale for leaving the note was: a. At the time of our inspection we were not aware that the drain - field permit had not been issued, therefore not finding our client at home or the contractor at the site, we left a sheet, as a substitute permit signa- ture card which is normally at the site, to advise the contractor that a correction was necessary to the septic tank. Normally no construction is done without a permit and we had no indication that the permit had not been issued. b. After a drainfi.eld is installed, we are called out to inspect it and state that it is acceptable and can be backfilled. c. After our inspection, we called your office to advise you that the system was installed and was ready for inspection. If you have any questions regarding the as -built, please contact me. We as yet, have not drawn them up, but will do so shortly. ARM:sc Encl. Sincerely, REID, MIDDLETON & ASSOCIATES, INC. Allan R. Morgan L.:L'.�'L.5 n ►vJ Prri Ay 5 1980 ,if. Of PW`ic Works CITY • OF EDMONDS HARVE H. HARRISON MAYOR CIVIC CENTER • EDMONDS, WASHINGTON 98020 • (206) 775-2525 DEPARTMENT OF PUBLIC WORKS September 14, 1979 Reid, Middleton & Associates, Inc. Attn: John Olson 324 Main Street Edmonds, Wa. 98020 Dear John: SUBJECT: SEWAGE DISPOSAL SYSTEM FOR NEWMAN RESIDENCE 16612 74th P1. W. The application for the subject disposal system is not approved and is returned.herewith. There are a number of problems regarding the design and the procedures you are follow- ing. Prior to approval, we will need the following: 1. Perc rates are needed for design of absorption fields. A minimum of two perc tests are required in accordance with Public Health Service Manual. 2. Demonstration that the reduction from a 100-foot set- back toa 70-foot setback from surface water will not adversely effect the water auality. Note that the Soil Conservation Service considers slopes in excess of 15 percent to constitute a severe limitation for septic tank absorption fields. 3. The slope of the ground surface at various locations in the area of the absorption trench. 4. Method of maintaining adequate clearance between ,ground water or impermeable layer and the bottom of the trenches. 5. Rationale for allowing construction and backfilling (see copy of note found at site) prior to approval and inspections of design and installations. A410, Cl rp�,c.. SP, 1979 RECEIVE rrEIVED fr MAY E; I'L, 1v11DD! ETON & ASSOCIATES Dir. Of Pubis(: 6VorhS ``' 1 , G�� 0 Reid, Middleton & Associates, Inc: Page 2 September 14, 1979- This site appears to present problems which are adverse for the installation of an on -site disposal sewage system. Possibly a better solution would be to connect to the existing sanitary sewer. The application is being returned with a disapproval as submitted. If you have any further questions, please contact Bob Franklin at 775-2525, ext. 252. Yours very truly, J�S-. ADAMS, P.E. 'City Engineer BF:vlw Attachments MAY J 1980 Dir. 0, , . ui itis M1-,ECEli^i® 0 AMY 51980 Civic Center • Edmonds, Washington 98020 • Telephone (206) 775-2525 Office of the City Engineer L,ir. Of Puhl+r, Works APPLICATION FOR A SEWAGE DISPOSAL SYSTEM PERMIT (Submit 3 Copies) ftc- . 19?9 Permit to be issued to: ......M r . & Mrs. Paul Newman --------------------------------------------------------------------------------------------------------------------------•-----....---...... For installation at: (street address) ...... 16612....... 74th P 1 . W. Addition or Subdivision pr._..R.... L_._. Kothen-beutel-_ Short_._Plat.......................... Lot.... ......... Block ......... Type of Building: New............ Existing .... X...... Single family residence ----- X........ Number of bedrooms...- 2............. Other:l(specify type or use)------Pra i.n-f:ield--repa.i.!"............................... ------------------------------------- Builder .R. R. B. Excavators Address .---P.O. Box 985, Bothell, WA 98011 Designer Re-.i-d.,..M.jdd.]eton.- .-Assoc_.-x.--I.nc.-------Address....324.-Ma.i.n.-St.._,..Edmonds ------------------------------------------ Soil Log Hole No. 1 ....--.(See attached plan) SoilLog Hole No. 2 -----........... -.......................................................................................................................................... ........................................................................................................................................................................................................ Elevation of Water Table, jfencountered. (Distance from ground surface) .....---..filar i-ed-,from•-20'!--24'-"-•-•--••----- Corrections to control surface water if needed ....:...Instal 1 at i on of interceptor drain above new ------ ---- ---- - ------ d-ra-i-nfi-e-ld_ sys.tern.. Specify if any removing or grading of topsoil in field area ...................................... --------•---•---------------------------•--------------------------------------------------------------------------...........---------.....----------------.................. ---•--.....--------------- Percolation: 2� Test Hole No. 1— Average Rate................N�A..........-..-.-...--.-..........(Fall in minutes/inch-bottom 6" test hole) : Test Hole No. 2 — Average Rate --------------------------------------------------------(Fall in minutes/inch-bottom 6" test hole) Test Hole No. 3 — Average Rate................................................................(Fall in minutes/inch-bottom 6" test hole) Average percolation rate on which to base drain field design .............--' ... ... Date Taken ........................ Septic tank requirements based on present rules and regulations: Septic Tank Size ....9043.QQ ................ gallons. Ex i s t i ng Amount of Square F� of isposa�ield 4 0 s q. f t. Signature —Designer--�-.:f�-�... Se t 19 Date 5 ....-.....P... �..... 7... DO NOT WRITE BELOW THIS LINE (To be Agency Permit issued (date) ................... .... ............. ----- -- ermit N ..... /.01�) ........................I....... Remarks:..... - } - ------ -----.... V1---..-----•------------•-----...........-------- �..... --- --•---............................. u y . ti p/a , �p -�.i ?-I it: �C y .p lb AS`I- G6/s #OQA cA s �► .Fir, t %, �5,� Eo¢� d; wn. 9Bo2o .a.�arsc.: i4%4G3/ �,+¢ 7� SiiS[ QewO• T�/O�S 4K� /OGt �iO.c rya sons 6/a ac.Cs �• sn �44 era��t T.w dcdimrt, /fo�s� - /pSs.+�a /�St7 a•-6� e -seaaoy. A- 4.v�Q � 7's.•sc..cc .ct.6�o.,Q �iCa e1.•ss.,:,�•°.al� sysl�c•N .Zo" _ �sfar tAb/e 1�.? - o "=3G "• •sli:sf7`e J.sC�•ar.�i: T/siy �-�'- 14�` � o '= 44 •..,/af� wed sS„is ...�,0 //� s-v'--fG " .l..r,,f ,dam ••/`,1.�' 22ew/iVF/ELp' e-n�.O%e /ro.P PAI. Tr, fI -f Maw".4104 /a Arm CA fBF&4 y dl n ENGINEERS . SURVEYORS • PLANNERS 324 Main Street • Edmonds, Washington 98020 DM DAT84e4WIM FILE NO. GHR@T / � 1 °R F.B. CH "C' AM AM Rea, & Mist• ENGINEERS * SURVEYORS * PLANNERS 324 Na-n Street • Eornsnis. WashirjlC•'. 9:. ' • - • , -- .. .- Nove-ber 2, 1976 File No. 5081 LEGAL DES�RIPTIONE FOR DR. ROBER.T L. KOTHENSEUTEL PARCEL A (WEST PARCEL) That portion of Tract 94, Meadowdale Beach, according to the plat thereof re- corded in Volume 5 of Plats, on page 38, records of Snohomish County, Washing- ton, described as follows: Beginning at the southwest corner of said Tract 94; thence easterly, along the south line of said Tract 94, a distance of 168.99 feet; thence northerly to an intersection with the north line of said Tract 94 at a point 150.25 feet easterly of the northwest corner of said Tract 94; thence westerly, along the north line of said Tract 94, a distance of 150.25 feet to the northwest corner of said Tract 94; thence southerly, along the west line of said Tract 94, a distance of 120.00 feet to the point of beginning. EXCEPT the west 10.00 feet thereof for roads. ^,,,PARCEL B (EAST,PARCEL) That portion of Tract 94, Meadowdale Beach, according to the plat thereof re- corded in Volume 5 of Plats, on page 38, records of Snohomish County, Washing- ton, described as follows: Beginning at the southwest corner of said Tract 94; thence easterly, along the south line of Said Tract 94, a distance of 168.99 feet to the True Point of Beginning of this description; thence continuing easterly; along the south line of said Tract 94, a distance of 169.00 feet to the southeast corner of said Tract 94; thence northwesterly, along the east line of said Tract 94, a distance of .127.04 feet to the northeast corner of said Tract 94; thence westerly, along the north line of said Tract 94, a distance of 150.26 feet to a point 150.25 feet easterly of the northwest corner of said Tract 94; thence southerly, to the True Point of Beginning. STREET FILE CITY OF. E0FW3PJDS CIVIC CENTER • EDMONDS, WASHINGTON 98020 • (206) 775-2525 DEPARTMENT OF PUBLIC WORKS September 14, 197.9 Reid, Middleton & Associates, Inc. Attn: John Olson 324 Main Street Edmonds, Wa. 98020 Dear John: SUBJECT: SEWAGE DISPOSAL SYSTEM;FOR NE.WMAN RESIDENCE 16612 74th P1. W. HARVE H. HARRISON MAYOR The application"for the subject disposal system is not approved and is returned herewith. There are a number of problems regarding the design and the procedures you are follow- ing. Prior to approval, we will need the following: 1. Perc rates are needed for design of absorption fields.. A minimum of two perc tests are required in accordance with Public Health Service Manual. 2. Demonstration that the reduction from a 100-foot set- back to a 70-foot setback from surface water will not adversely effect the water auality. Note that the Soil Conservation Service considers slopes in excess of 15 percent to constitute a, severe limitation for septic tank absorption fields. 3. The slope of the ground surface at various locations in the area of the absorption trench. 4. Method of maintaining adequate clearance between ground water or impermeable layer and the bottom of the trenches. 5. Rationale for allowing construction and backfilling (see copy of note found at site) prior to approval and inspections of design and installations. 4l Reid, Middleton &Associates, Inc. Page 2 September 14, 1979 This site appears to present problems which are adverse for the installation of an on -site disposal sewage system. 'Possibly a better solution would be to connect to the existing sanitary sewer. The application is being returned with a disapproval as submitted. If you have any further questions, please contact Bob Franklin at'775-2525, ext. 252. Yours very truly, JAMES E. ADAMS, P.E. City Engineer BF:vlw Attachments G Franklin dt. Civic Center • Edmonds, Washington 98020 • Telephone (206) 775-2525 Office of the City Engineer APPLICATION FOR A SEWAGE DISPOSAL SYSTEM PERMIT (Submit 3 Copies) Permit to be issued to: ....... r . E i1rs . Paul N.e. nan For installation at: (street address)---...16612 - 74th Pl . W. ------------------------------------------------5 mil_ 7.6 ........................... Addition or Subdivision Dr, Ro L...... oghenbeutel Short. Plat_____________________ Lot............. Block.....--.------.. Type of Building: New............ Existing .... );...... Single family residence ..... X......... Number of bedrooms ....2.............. Other:,i(specify type or use) ...... i of 3 el.d... 'aPa � r ....................................................................................................... Builder R.R.D. Eficavators Address ....P O. Box 985, Bothell, WA 98011 . .----•---•................... Designer .. Re l d . Middleton dd 1 eton & Assoc..Inc.Address 324 Main n St.. Edmonds -- -- . ...... ....------------------.......--------•-----------------... Soil Log Hole No. 1 .......(Sa.e attached - plan.) -- ---- --------------- SoilLog Hole No. 2............................................................................................................................................................ ........................................................................................................................................................................................................ Elevation of Water Table, if encountered. (Distance from ground surface) .........Vari.ed. fram..201°-24" . .... to control surface water if needed ----.-- Installation of Interceptor drain above new ----------------------------------------------- grainfield system. -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Specify if any removing or grading of topsoil in field area.................................................................................................... -•------•---------------------------------------•-----.....----------------• •---•---..........---------------------------.........----......-----------------......---................--.-----------•--- Percolation: Test Hole No. 1— Average Rate ................ N/A ................................. (Fall in minutes/inch-bottom 6" test hole) Test Hole No. 2 — Average Rate --------------------------------------------------------(Fall in minutes/inch-bottom 6" test hole) Test Hole No. 3—Average Rate................................................................(Fall in minutes/inch-bottom 6" test hole) Average percolation rate on which to base drain field design ............."r" ----------------------------- Date Taken ........................ Septic tank requirements based on present rules and regulations: Septic Tank Size ....W................. gallons. 6inost I ng Amount of Square Feet of Disposal -Field 00 sq < 1t . 5 �®Pt.1979 Signature —Designer ... =-'-"----"=-•-'-----�-=----,- •• :-=`-__------•-----•---------------------------•-----------.-...... Date ......---------- ------------------- DO NOT WRITE BE96W THIS LINE (To be completed.bossuing Agency) Permit issued (date) ----------------- ........... - ' erm�it Number ............. 1.--..-...... Remarks: . r J� - -. •---• i, ---------------------------------------•---.•-----.........--------.....----- r. ..... ....... _. N O � d ti • o• N • / f'1 E,�.stny 2 �l`j JPasi�s�c s Z. � •fit ��'a� yoo 6r17.-. v �e • FyP� ,,,,,c..Ce� o•s FaA LN- N DIYiJCr .' /i/r%s//1. �u/�7w.�aOn .m00%o�., d�, Is/n. 9B02o P/,ont 9.4S-9G3/ � � CX/S7`> it ss C•/12.Q.� �iALjf o � a�►{� it p�,,�e,� the ••sax%.•bu... a //ow.e�✓a s s7Fs.�% w" Tf/� J ica sons 6/a s�tb nc�s 7:is �+ r� CrQ�.t is •400 sp.�><. qrs.< �OOS9 • �• Tn f7<L//. /oO Z, F. XZ4 '�✓�o% /•i>Sc,- �Y�„ V—ZL.. %i.b-Go of 44 tM`S D %? v" Z3-) 5...� I?>•!°.4/WF-14EW` Zr-,APAkAA-l' fa.P �i+� T� /�aoo�iW.•�. /t dff4Ca c/C 'ENGINEERS • SURVEYORS • PLANNERS 324 Mein Stroet .• Edmonds, Washington 98020 D[a. DATi /,W FILE NO. 7�Q+� Q @Hzwr / ORp _ °R% f'�' CN�NQ •CALe AM j4m.-C.H R:iJ • L__,__ r.. tv__S_N • ENGINEERS • SURVEYORS • PLANNERS 324 ka.r Street • Edmonds, Wasn;r.p;cr. SbG G • -. ;.1 77,f.-_-,,c November 2, 1976 File No. 5081 LEGAL DESCRIPTIONS FOR DR. ROBERT L. KOTHENBEUTEL PARCEL A. (WEST PARCEL) That portion of Tract 94, Meadowdale Beach, according to the plat thereof re- corded in Volume 5 of Plats, on page 38, records'of Snohomish County, Washing- ton, described as follows: Beginning at the southwest corner -of said Tract 94; thence easterly, along the south line of said Tract 94, a distance of 168.99 feet; thence northerly to an intersection with the north line of said Tract 94 at a point 150.25 feet easterly of the northwest corner of said Tract 94; thence westerly, along the north line of said Tract 94, a distance of 150.25 feet to the northwest corner of said Tract 94; thence southerly, along the west line of said Tract 94, a distance of 120.00 feet to the point of beginning. EXCEPT the west 10.00 feet there6f'for roads. --4b.PARCEL B (EAST PARCEL) That portion of Tract 94, Meadowdale Beach, according to the plat thereof re- corded in Volume 5 of Plats, on page 38, records of Snohomish County, Washing- ton, described as follows: Beginning at the southwest corner of said Tract 94; thence easterly, along the south line of,said Tract 94, a distance of 168.99 feet to the True Point of Beginning of this description; thence continuing easterly; along the south line of said Tract 94, a distance of 169.00 feet to the southeast corner of said Tract 94; thence northwesterly, along the east line of said Tract 94, a distance of 127.04 feet to the northeast corner of said Tract 94; thence westerly, along the north line of said Tract 94, a distance of 150.26 feet to a point 150.25 feet easterly of the northwest corner of said Tract 94; thence southerly, to the True Point of Beqinning. �' 1� •� y.l ~,Wi ``'' ,fit/;' ��, �'!- , .. 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