Loading...
16009 N MEADOWDALE RD.PDFIIIIIIIIIIIIII 12358 16009 N MEADOWDALE RD iTER-OFFICE commulDcOnONS STREET FILE I DATE 7',ovoP4—bnr 2S, —ig 755 TO 'Rarry ",lhitnitt Puildim Official SUBJECT: 1)(!.nnit I FROM .11,j].j. Njjjjn,-, Assistant Ercomeer of Field & Office The miner mustamely for a sen.,zign nisposa! rennit, 't-rom this d-crpartirent, for up.gradi-nq t-ie septic tangy:. Would you nlcase advise tlie a.,re-r "ianks, ,v 1 "'X43':rc'r j TO ,harry ,thitcutt Puilding Official -WER-OFFICE COMMUNIONS DATE__ Atl puro t 2, _ 19 76 FROM Richard N. ".1len Assistant City Fngineer Su61: 'v Citizen Complaint of Septic Tank System at _009 north tleadow An on site field inspection v4,ras conducted by a member of this on ,July 27, 1976 in rectards to the streari and storm syster: in results are as follois: le Roast department the area. The 1. The sewage disposal drain field is operating as designed and installed under permit tio. 376 dated 2/20/76. This system is serving the structure located on Lot A of Subdivision 5-17-76,.,only. The system was approved on a May 29, 1976, by the City of Edmonds; an NAs=built°.drawing of the instal- lation is attached herewith for your records. 2. Tfie existing home located on Lot 3 has a separate existing septic tank and drain field. Therefore, each lot has its individual system. 3. At the time of inspection, soap and/or paint was not present in the storm system in this area. WJN:RNA:mjr TO FORM 41 - LIT TL E'B ENGINEERING SWER-OFFICE COMMUA&IONS DATE July 23 FROM BUILDING 19 76 RECEIVED S U BJ ECT: Russ Johnson - 16009 N. Meadowdale Road Edmonds Engr. Dept. Please review attached complaint re: septic tank serving two (2) lots. Harry ae \ 'LONE - �- �2 !1 NUMBER II�vIJ I ✓S�`� Bt11iDING DEPARTMENT Applicant Fill PERMIT APPLICATION Inside Heavy Lines • JOB ADDRESS �(} cam,, rA � J' \ ADfIGI-'V vlVl- NAME (OR NAME OF BUSINESS) �. / /1 SUBDIVISION NO. , ARrIE/Al LEGAL LOT�03 f ��V ,YES }Il00� w MAILING ADDRESS ^ VARI R USE NO. ADO NO. O Z ` ^� _ J U COND. .' Z 0 TELEPHONE NUMBEi CI " 1(MBE 4 N3� C 7 PROPOSED YARDS I .y� �RONT I�•� I0F 215-7 REAR HEIGHT 2l. Z J < ALLOWABLE J PROPOSED 6 SIGN AREA I SIGN AREA SIGN l i F U �/ ' W ADDRESS f OTHER REOUIREM IT - �W - U C CITY TELEPHONE NUMBER ` ' DATE LANNIN PT APPRO V.AL ^ — lA v NAME STREET RJW FT. DEFICIENCY THIS PROPERTY - STREET R/W S EXISTING C 0 ADDRESS FT. FT. COMP. PLAN ST. R/W I ,S is REMARKS Drivoway slapps not to EyL.l'�Z-t `h-sse < a:CITY )• N TELEPHONE UMBER W - CH EC KEO BY W ^ Z ' Z U STATt LICENSE NVMBER CITY LICENSE NUMBER F is, Z i ' .__ STREET AND/OR UTILITY ❑ YES W Legal Description Of Property (Show Below or Attach Four Copies) WORK REO'D ❑ NO UNDERGROUND ❑YES . WIRING REG'O ❑ NO Z 0 TYPE CONNECTION VERIFIED BY - - V N W VES PfRMiT NUMBER W - SEPTfC SYSTEM ; APPVD BY CITY ENG. ❑ NO I �� N y I D J REMARKS u W J _ -- METER SIZE SER"ICE SIZE CLEARANCE CHECKED • W , F REMARKS���� 17�) ❑GAS TYP FCOr15rRUCT10N CODE '- NEW ❑ 1/ r RL WIDEN TIAL LINE FIRE ZOptE, r^ LN1 I 1 ADD ❑ ❑ NO N•R ESIDENTIAL a SIGN RETAINING SPECIAL INSPECTOR RE A Of'.CUPANC� GROUP PANT LOAD ISH, O WALL ` Q DEMOLNO REOUIREU ): ' EXCAY ATE �'7j FENCE ❑ YF.S ICI ALTER EX FILL IY I I—_ X_FT) PLAN CHEC ED BV THIS SIT IS LOCATED IN THE CITY Q : - t Iry OF EDMONDS. LOCAL SALES TAX PRE -MOVE SWIM ❑ REPAIR O INSP• OPOOL o H D 2 REMARKS n ^ �Ot 1� /lY1 D _ AJ V 1� J NUMBER OF STORIES NUMBER OF > LO 11- • 0 ' i� DWELLING UNIT$ _LT 't ert �it--�-V\�•r �,]���.I•}�-�lL'7- 1 - NATURE OF WORK TO BE DONE ~ - ^ VALUATION FEE P $ D SE PLAN CHECK 0. •OQ - , o 52TBAC KS, 1., 3V • O F INDICATE BUILDING PLOT PLAN a ABVTTING $TR EF.TS) BUILDING -_ -_ 0 -5-1 Olt: ✓ ' U VI w PL elr'i ,le. FMr 00 O HEAT h GAS LI E _ 0 tY FENCEks' Cj\�\ RETAINING WALL �+ SWIMMING POOL - - - �3 00 I I hereby acknowledge that I have reed tbl. application; that the In. TOTAL AMOUNT DUE the duly autbW- • formation given Is correct; and that I am the owner. or agent of the owner. I agree to e':Mply wile tit;, and state laws regu• ATTENTION APPLICATION APPROVAL. _ - ' Ized IM1 Ieting Co.atruettob; and In doing the work autborUed t.^.enby, no Dvrson THIS PERMIT U.n Lelwr Coda of the state of wa.blagton This application is not a permit until be employed In vtolntlon of relating to Workmen's COMPeneatlon IosB(anu. AUTHORIZES eigned by the Building Official or his Dep- ONLY THE NOTE: Pormit Limit One Year (ElteDt DEMOLITIONe wTI1h WORK NOTED uty: and fees are paid, and receipt is ac- ' rnell be completed In ninety days; MOVED -IN DUILDING9 shell be enm- knowledged in space provided. YAIed ela to lea.) T RE ( NER r)R AGCNTI DATE S GNED INSPECTION DEP ARTMeNT DIRECT R•S SIGreAZUpL ' rz CITY OF l/' �%/ ( EDMONDS DATE ' NO r;: Applic subject to Plan C7leck Fee _ 775-2525 l I This P mit covert Weil: to he done on private property ONLY. ORIG NAL - F'llc YELLOW • 111we,.tOr Any co 'ruction on the pvblic domain (Curbs, sidewalks, driveways, pINK • 0'•'^r G01.0. A—�„^' t marP,uoes, ctc.) will require separate permission. row ` IG , --l'n (' v 0 dl 2E359 sq: ft— .. ... �•--� do - / .. •-•� .,:,�. ,.,.: - •i 5 00 ASLM N E S S C Ci \ ,i �;`. ..: � _ .•%� 1�� 23693 sq. ft. � ..... �.. '. �0 I NET eadowdo Bebch c` o (South Line of?rac�G, M 6 -r 3 9 5 B.7 VACAT cv g sq.f1. 0 23 42 \.',• .. NET t c p -Mead Undo Tra 2311 North ,.•, -,:•::- CV .- 1 9 /�_ 'J �, ;•� RU 16667; Net \ TFjomAS E. JUTTE �.+;•.�- :�. Al, Sop \ N. el?O I CITY OF EDEti10I`iD5" M td.:JOH N SON BLDG. DEPT. Rea, 0 S" ONDITIONAL PE '.I SUR i� YEY ail: •: \� o Edmanc WORK- 4� ter•• , ILEIGHTON , 7. � ADDRESS- OWip.de _ 'a E'� N'Eh APPROVED DATE. OF EDMONDS ENGINEERING DEPT. BLDG. OFFICIAL � �C,li � Q,cC. Ir - -- - - KEEP THESE STAMPED •:.,:, �: �� Vl�i(y PLAINS ON JOBSITE FOR i? .marks—Ei����-mil! F.:Lit ALL. INSPECTIONS SHEET PEfR,:'i;T 1\:0.16 I :; 1 J�_, J/OF 1 BUILDING DEPARTMENT applicant Fill USA PERMIT zoN5-- 2e NUMBER 770614 PERMIT APPLICATION Inside Heavy Lines ! JOB ADDRESS 1'BUSINCSS) /� NAME (OR NAME O/F / \ /�{-./��`'-� f LEGAL LO LOT AREA SVBDIVMON NO, _ • W M 1 ING ADDR SSG/// J —� rat 13YES :J NO 7-70 Z STREET RIYI '- D EXISTING STREET R/W T. DEFICIENCY TV* PROPERTY / EL PHONE NUM BER COMP, PUN $T. R/W FT. Ir. .I 124 E REMARKS = F U _ W CHECKED B tl Z - W F ADDRESS V 0 C CITY TELEPHONE NVMDER STRE_R AND/OR UTILITY WORK R/W PERMIT R UIRED ;[ < REO•D. ❑ YES iTL+ r'Tsnl Cl Y� �O W tt , NAME VNOERGROVND WIRING REO'D. ❑ YES 1,_NO 1 I l - 0 I'_ AC DP E55 TYPE CONNECT!rIN SANITARY SEWER ❑YES ❑Net VERIFIED BY t 1 I " Q C CITY TELEPHONE NUMBER SEPTIC SYSTEM �.Y ES PERMIT NUM�IER - F Z D APPV'D DV CITY ENG. ONO I t' STATE LICENSE NUMBER CITY LICENSE NUMEC^ REMARKS METER SIZE BUILDING SUPPLY SIZE Legal Description of Propertv (Show Below or Attach Four Copies) / a e Lr REMARKS r 2 j 1L�-1 /�" ? / /✓r0. / 3 SIGN AREA ENV. REVIEW ADB NO. S - ALLOWED PROPOSED COMP'�ErS EXQAPT U N I O REMARKS D ti J VARIANCE OR CV INf� R IEW BY p YARDS LOTCOVER LYJ RESIDENTIAL ❑ NEW ❑ LINE F-ONT 7 , 51.^E Z REAR / FIRE ZONE TYPE t'F _DOE HEIGHT ❑ NON-RESIDENTIAL•SIGN .CG�N•S:'RUCTIt- Y AOD L_J ❑ DEMOLISH ❑WALL KING REQUIRED SPECTOR IAREA �4f C4L. VCY OAUDPANT ALTER ECAVATE FENCE ❑T ❑ YES NO ❑ OXR FILL ❑ (_ x_FT} P ECK�D THIa 1`_ 17 - .CATED IN THE CITY MOVE ❑PRE - SWIM ❑ OF ED1.'. ."ZiTE I . LOCAL SALES TAX REPAIR INSP. ❑ POOL SHOULD is E�CODED 31.04. NUMBER OF STORIES' _-UMBER OF F• r.WELLING Z UNITS tl MATURE OF WORK TO BE DONE L F _ - ---- --- PLATY CHECK O NO, 6 PLOT PLAN INDICATE BUILDING SETBACKS, R ABUTTING STREETS) - BUILDING VG N -- --. W _-- PLVMEnNG �- IW O HEAT h GAS LINE FENCE SIGN RETAINING WALL SWIMMING POOL 1 hereby acknowledge that I have read this application; ilia: the in. TOT[.L AMCUNT DUE formation given is correct; and that I am the owner, or the duly author- m ized agent of the owner, I agree to comply with city and vatc laws regu- lating construction; and in doing the work authorized thereby, no person will be emplcpcd in violation '.I!'the Labor Code of the Stine of Washington THIS PERM•T This rpplication is not a permit relatinp,.tn_1'orkuten's Compew,: tfon In.,urance. NOTE: Per 1 Limit One Yoarwxe:pt w,%iou,riom FILL AUTHO^IZE:• until signed by the building Official or and ONLY THE his Deputy; and fees are paid, and P,fiRS11TS u•i� out ce, ditional use petmit, which shall tx completed in 90 'ILDINGj� weRK NOTEII receipt is acknowledged in space pro - days; \tOV D-IN B hall be completed ;n sir months) sided. SIGNAT REI(OW NE O,R AGEN JCIALG� IN9PlCTION'SGNAYURE� CITY OF EDMONDS DATE w XOTF/. APPlicat Subject to Plan Oteck Fee 775-2525 _ This Pprco or wk to be done on private property ONLY. A,IY cortitrlmi uetion on the public domain (curbs, sidewalks, driveways, ORIGINAL - File YELLOW - Inspector marquee, rque, etc) w;I! require separate parminion. GOLD - Assessor rl!IK - Owner ONSM— N ( f . I 1. Snohomish County Online Property Information Page 1 of 1 "i,Snohomish County Online Property Information <, 005f33D00038De v. 3 0 51330000360B 0t78'J33I1000340f. �0051330pt?t)3615 9,. jt. Y , 00J330000380 ",._ _ � `•_ 005.f33000035i?;f. :a _.`: .005l3300.{?03612'• '' q _ fir. ` i 1'f ' Legend streot Tlarnes Cities UnTv='vasbd C0Xep tKXWP rafod Carp oTax Paroets Rural Nits ® TownshiplRange GAd U Sectgon Gr�i AiipCtts,: • Railroad trai7cs`. 2001 Photo Extetlt 2001 6Jw Aerial Photo Disclaimer: Snohomish County disclaims any warranty of merchantability or warranty of fitness of this data for any particular purpose, either express or implied. No representation or warranty is made concerning the accuracy, currency, completeness or quality of data depicted. Any user of this data assumes all responsibility for use thereof, and further agrees to hold Snohomish County harmless from and against any damage, loss, or liability arising from any use of this data. Printed on: 4/14/2003 http://gis. co. snohomish.wa.uslservleticom.esri.esrimap. Esrimap?ServiceName=Overview&...1 4/ 14/2003 -}. CITY of EDMONDS SIDE SEINER PERMIT STREET FILE For Inspection Call 771-3202 PERMIT NO. 07789 00 0 r N •r N Address of Construction: /� () U/ loo fflLff/')� Property Legal Description (Include all easements): Owner and/or Builder:._ /S \ 10 /Y ) Contractor & License No: Singl:e Family Residence (S Multi -Family (No. of Units ) LYNNW000 LtIV 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 _1 Yes (If Yes, easement required, atta,cb��legal description and county easement number.) PLEA READ THE ITEMS LISTED ON THE BACK rtify that I have read and shall comply Date' with the items listed on the back. . Permit Fee: _3n / Issued By: . &OVt Trunk Charge: oZ W 6te Issued: I0z 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 ** White Copy - File Green Copy -'Inspector Buff Copy - Applicant Side Sewer Drawing ' The City of Edmonds EASEMENT NO- ----- --------------------------------------- ' NEW CONSTRUCTION ® REPAIRS ❑ LID NO - ------------------ -ASMT. NO. ---------.--..---- OWNER----•--------•------•--------------•-----------•--------------------------•--------------.-.---- CONTRACTOR S ------- D-�►,�-5� .............. ....... PERMIT NO. JOB ADDRESS 1(et 4------ LEGAL DESCRIPTION: LOT NO- -------------------------------------- BLOCK NO.-----------------.-----------------. ----------------------•-•--------------------•----..-.................----------- ---•-••-•----------------------------•---•-----...-----•-•--------•------...-.... NAMEOF ADDITION ........................•------------------------••--------------------------•-•-•--.............-----•-••----•-------- S 0 t�YNNWOOD t_fNE e, '*""'�X`A14, do' F 3.s 4"Py•c. cl*.--Ott, PA oAt Ca-ps -it i ' c F re— - Approved: PWW-0001-11/75 (REV.11/78) DATE ... BY"---G---- �� STREET FILE F COPY CITY OP 200 DAYTON ST. • EDMONDS. WASHINGTON 96020 • (206) 715 DEPARTMENT OF PUBLIC WORKS August 21, 1980 Dr. Claris Hyatt Snohomish County Health District Snohomish County Courthouse Everett, Washington 93201 Dear Dr. Hyatt: 3 C, 01 77Q HARVE H. HARRISON MAYOR SUBJECT: L,LE ESEPTIG-TANK�FI'4LUF.N:,..DRAINAGE rROP1 15;9i17 7=2nd ;A W: t`o 1;6:00,9r;1`1o'&- i dowdale Road Mr. Russ Johnson of 16009.North Meadowdale. Road complained to me that. his neighbor, Mr. Chrysler, of 15917 72nd Ave. W. has recently trenched and directed drainage from the area of his septic tank drain field to Mr. Johnson's property. I in- vestigated the situation and found that some drainage is direct- ed to the Johnson property. In an effort to correct the situation, I spoke with Mr. Chry- sler and requested that we be allowed to dye test his septic tank effluent to determine if the drainage onto Mr. Johnson's property was from the Chrysler septic tank drain field. Mr. Chrysler refused this request. Mr. Johnson is very concerned about a possible health hazard. There are small children who play in the yard. Ile also indicated that the grey water from the Chrysler kitchen drains onto the surface. Will you please investigate this complaint and keep me ad- vised? Thank you for your assistance in this matter. Sincerely, JAtTE,S E . ADAMS , P . E . City Engineer JEA/ j f STREET FILE DATE:_nzr. 14, MEMO TO: Building Division Community Development Department FROM: Engineering Division Public Works Department SUBJECT: FENCE PERMIT APPLICATION - ROSS 3�N_YN After reviewing the subject Fence Permit Application, we have the following comments to make: (1) After a plan review and on -site inspection in reference to the safety of adjoining properties as well as the public right-of-way, the Engineering Division has approved this application. (2) The a plication must be a roved by the City Planner in accordance with ection ot City Code . low", MW �V Me *111biff PANOX at am E 4 • PW 5/77 (N-C!, LIST 10 WAN— P,':I'.iIT PEVE17.1 Street Right -of -Way Faistinr Tu in r) Access Fascirmits TxistirF IIL,tilit%? FaSWC-11t K'XiStinll Lot Per Subdivisi 1 PJ(1T1 �74110 Plat Assessor Ilan, Site Plan (],,ccl.cd for Accuracy 14idcra"romd sT 1"cnd. (j)eC*PCu1(a(j -:'1 Lea a I FeistiTlrt 1*;ater P.1in Sizc Prater T' '(.III rC(I Tlocid rcd 7-- 5ti1 Of hA Q 7 C, 1r 11%,cirzint Rc(mirrl.( Cot T)CtCCtnr (jiCCj- "O'Cr r C_ li 17j n. A. ze — T TI7- — — -6M ('I — D"Ite Septic Tanlr a.-7,ign Approved 'emit P.Colli-red Sc �tl C Sanitary ""ev.,er Availa Dnrdlig NO. Side 5ever Avnilabilit- Smitalry Sever Connection Fee Fi I C i"o. Ritc t tc i Ditcli !:.x I, s t r, g Ij0 Culvert Re •c Size E-� ij C.1td1 Basin !?C(--uh-(!J Indi cate—ow Co in 9)ou I d c,r dr-'1'(11aCJ(-- t)IC lep6n A N.111,101C requircd 11' Cnte or. Site J"I'm Soil Conditiol ,round Pater 'ater Field (Iocl.cd w by --R-Ite plan I I L CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS 250 Fifth Avenue North, Edmonds, Washington STREET FILE SEPTIC TANK INSTALLATION PLAN (Submit in Triplicate) ADDRESS OF PROPERTY ......... 16.009--N..... dsawdale.- Rdik..................... Lot No.... A............... Permit No.... 376........... Owner --- Russe11..J. Johnson......._ ............. Address .16009..N._ Meadowdale_-Rd. ........... Phone ... 743-0993.. Builder .Russell--J.--Johnson------- ---------.... Address.-160.09..N._Meadt7wdale--Rd..----.___.. Phone........................ DesignerReld,--Middleton-..&--AssOG.---- ..--- Address.... 324..Main..StL"E!et..,r... 1=[ ds..... Phone ........................ Installerr4msell-.gr, - Johnsm --------------------_ Address.-160.09...hT.._ N1e3dc7wdale.. Rd,-.......... Phone I hereby certify the accompanying drawing is an accurate representation of the system installed at the listed address. I also certify all recommendations and restrictions (concerning plumbing stub elevations, maintenance of grades, fills, surface drains, etc.) listed by me on my sewage disposal system permit application dated... ... ......... ...... ...... ............... ................. have been complied with. ................................................................................................................................ Signature of Designer Date yy n r TO BE FILLED IN BY CITY ENGINEER ONLY Accepted..TJ.� ..CTTY ��. �..... Date. � r� .�.tp..... .. NotAccepted...................................................................... ate...... '............. --- ..... Signature of Sanitarian...... ! ......... ..... Remarks:. .cJ- ..- .Y,J�" ��z-'t '... .. ...� INSTRUCTIONS: Use the reverse side of this form for the drawing. Use a scale which will permit the greptest detail and still contain the entire site on one page. � ATTENTION HOME OWNER: Your septic tank has limitations! It was designed and installed to care for an average -sine family. Over- loading the septic tank or disturbance of the drain -field may seriously impair satisfactory operation. Points to remember: 1. Have your tank checked periodically to see if pumping is necessary (2%2-3 years). 2. Do not channel ground water, surface water, footing drains or downspouts into the tank or drainfield. 3. Do not excavate, fill, place a structure, driveway or. patio in, on, or over the drainfield. 4. Limit toilet fixture disposal to sanitary wastes and toilet tissue. 5. Detergents and bleaches used in normal household quantities will not harm the action of the septic tank and disposal field. (/ 40 RECEIVED` CITY OF EDMONDS DEC 11 1975 ENGINEERING DEPARTMENT 250 Fifth Avenue North, Edmonds, Washington Edmonds En;r. Dept. APPLICATION FOR A SEWAGE DISPOSAL SYSTEM PERMIT (Submit 3 Copies) Permit to be issued to:......Russel l J_. Johnson: 16009 North Meadowdale Road, Edmonds, 743-0993 Forinstallation at: (street address)------------------------------------------------------------------------------------------------•---------------.......----......-----.... Addition or Subdivision .... R.U.S&e.1.1--- J_._..dohnson... ho.rt...Subdi-vi-s-ion.................. Lot ------ A....... Block ................ Type of Building: New ...... X... Existing ............ Single family residence----- X........ Number of bedrooms........ 2............... Other: (specify type or use) ---------- -------------------------- ................. -------- -- -- ----- ------------------------------- ----------------------------------------- Builder .......... Russ.e.1..1....i---J_ohnson................................... Address ----- 1.600.9..N.or-th... Me.ad.owd.al-e... RQ.dd.,...EdMQ. ds Designer..... Rei.d,...Mi dd.1.eton --- &..,Assoc.i.ates,.--1.n.c.Address.--- .324-. Main ... St.ree.t.,...Ed.monds.............:............ Soil Log Hole No. 1---- 0!'.--2.4'-l...Grave1y--- sand-y....loam, . -24". 36'.'..Coars.e... sand .-and ... gravel ... t.i-ght. Soil Log Hole No. 2-- s.an.d... an.d.... graye.j ----- ........ Elevation of Water Table, if encountered. (Distance from ground surface) ....3.'.'............................................................ Corrections to control surface water if needed....... 1.n.te.rce.ptor.... dr..ai.n..a.Bove... drai.af..ield..area..and..sha.l low installation of d.rainti_le north of building..w/j. " s_elect._fi l l mater_ial_..to..be placed over t le after installation. Specify if any removing or grading of topsoil in field area..................................................................................................... ....................................................•--•----••-•---....----......-•---.....................----------•---.........................---.................---................................. Percolation: Test Hole No. 1—Average Rate.19A . m1 nfi.n .Q 36" d.epth(Fall in minutes/inch-bottom 6" test hole) Test Hole No. 2—Average Rate. 4.6 m i_n/ i_ . @ _ . ....depth.. (Fall in minutes/inch-bottom 6" test hole) Test Hole No. 3—Average Rate. .7,25.-m-in/..i-n... @ ..36!.'... dep-th(Fall in minutes/inch-bottom 6" test hole) Average percolation rate on which to base drain field design ..10..mi.n./.i.n............... . Date Taken ... 5... Dec-....1..975 Septic tank requirements based on present rules and regulations: Septic Tank Size .......... 7.5.0........... gallons. Amount of Square F et of Disposal Field--- 500----....ft .......... Signature — Designer--- ------------- --- ------ ^ ------ ---- Date ...... 1-1.... Dec.....19.75 ------------- DO NOT WRITE BEL W THIS LINE (To be completed- by Issuing Agency PMI1 Permit issued (date)..... �_-0-97tp ........Permit Number.... -.......(a ................... 1+1 It��j�5 Re arks . 5...� %..... r...LJ!�3.1 ...s .. �..11 � i t l �(S� ON : ... 4.3.�rTW ...... W` �' a9 71, Septic Tank ... 15.0 ...... PIS. Disp. Field... 5-j -0. D.--sq. ft. Other ......... SEWAGE DISPOSAL PERMIT CITY OF EDMONDS Department of Public Works No. Name..,... _ It. )1:3>-* ou ................................ ............ is hereby authorized to install/ repair sewage disposal system at .......... /�-4 ........_ - -----................................................ .Date issued Permit expires one year from' date of ... issue(X -------- DO NOT COVER ]BEFORE APPROVED ]BY DESIGNER OR SANITARIAN I hereby certify this system was installed under my supervision and control and complies with all provisions of the City ENGlbtEEfflN(�JsD1PAfbTUMT City ,of Edmondg 505 Boll -Street Signature of Installer.__-___-__._; ------------- ..................... Date................ Edmonds, W. 98020 ------------------ ApprovedDisapproved Date.MAU 15. ,J::)T(p ..... By.[J)X JAW _.y .................. Remarks -IQ}- ... . .. ...... -- ------------------ SANITARIAN OR DESIGNER ........................................................... ---------------- j ...... Date ............................ .............................. .. . This permit shall be posted in a reasonably conspicuous place on the job until inspection, has been completed. 60 OWNER: Russell J. Johnson ' 16009 N. Meadowdale Road I Edmonds, Washington 98020 Phone: 743-0993 4¢ g LEGAL DESCRIPTION: + 91' 3.45 n�i See attached legal DESIGN DATA: ' Design Rate 10 min/in --------------- Provide 167 l.f. x 3611 wide laterals; '— total drainfield area 500 sq. ft. P/oc¢ I.rf�r-ca far �,,,,' o%„ �¢ I Provide 750 gallon septic tank. lb Q a• Note the drainfield laterals north -0 �y, �'�"'p'a /yh� of the northwest corner of building o •�°'�. 'v "' �� ��^9 J are to be Installed In the top 1811 Q 2/� i �,� /' "I ► of soil and 12" of select fill material Is to be placed over those literals after installation. 1211 minimum gravel shall be placed q6 under drainti le : where trees are encountered. o Noise �� �awQy °Z The system shall be installed in \� % accordance with City of Edmonds Q� Rules & Regulations. 5 9qf- Ga sbP�'� 750 9 0 tidy 7a�+ A` . �.1 o �I �P mU2�T MW I ow PFA ff-1- a°iP �o Ct TY 0°°, 'PERCOLATION DATA: A, P 1 19.0 min in @ 3611 depth p' P#2 4.6 min/in @ 3011 depth PN3 7.25 min/in @ 36" depth SOILS LOGS: P 1 0" - 24" Gravely sandy loam 2411 - 36" Coarse sand and gravel, tight P#2 0" - 12" Sandy loam w/ gravel 12" - 30" Coarse sand & gravel P113 0" - 1211 Sandy loam w/small amount of gravel D R A I N F I E L D DESIGN 1211 - 30" Sand & gravel for 30" - 36" Coarse sand tight RUSSELL J. JOHNSON S#4 0" - 12" Sandy loam w/gravel 12" - 30" Sand & gravel w/small amount of loam Parcel A 30" - 36 Coarse sand Water table @ 36t1 Re4i. 7&44a tw d .4"oe&vZ", 9Ke. CONSULTING ENGINEERS & LAND SURVEYORS 324 MAIN STREET EDMONDS. WASH. 1619 PACIFIC AVENUE EVERETT. WASH. DfiB. CK. DATEsFILE NO. � ✓.N� D;4,,,07 F.S. SCALE 4847 50 W December 6, 1975 File No. 4847 LEGAL DESCRIPTION FOR RUSSELL J. JOHNSON SHORT SUBDIVISION PARCEL A That portion of Tract 36, Meadowdale Beach Supplemental Plat, according to the plat thereof recorded in Volume 5 of Plats, on page 42, records of Snohomish County, Washington; TOGETHER with that portion of Tract 50, Meadowdale Beach, according to the plat thereof recorded in Volume 5 of Plats, on page 38, records of Snohomish County, Washington; TOGETHER with that portion of the vacated street lying between said Tracts 36 and 50; all more particularly described as follows: Beginning at the southeast corner of the southwest quarter of Section 5, Township 27 North, Range 4 East, W.M., an established concrete monument; thence N3°26'25"W along the east line of said southwest quarter, a distance of 1,314.00 feet to an es-. tablished concrete monument; thence S89°16144"W 658.58 feet to an established pipe monument;_ thence N3°24'55"W a distance of 20.02 feet, to the southeast corner of said Tract 36; thence.S87°13'42"W a distance of 349.79 feet; thence N1°53'03"W along the west line of the tract conveyed by Robert I. Berg by deed recorded under Auditor's File No. 1192614, a distance of 110.67 feet; thence west 19.4 feet; thence S1°53'03"E 78.2 feet; thence S87°39'45"W 238.55 feet to a point in an existing fence; thence along the. existing fence S37° 13'20"W 42.27.feet to the True Point of Beginning; thence S72°56'59"W 44.88 feet; thence N89°50'59"W 63.45 feet to an intersection.of said fence and the west line of said Tract 36 extended southerly; thence S0904'55"'E along the.west line of Tract 36 extended southerly and along the west line of said Tract 50, a distance of 100.00 feet to the northerly margin of the North Meadowdale Road as it presently exists; thence S59°04145"E along sai northerly margin a distance of 180.00 feet; thence N1.5°08.'58"E 74.49 feet; thence N61°12100"W, 94.00 feet; thence N9028119"E, 89.81 feet to the True Point of Beginning. SUBJECT TO an easement for ingress, egress and utilities over, under, across, through and upon the north 15 feet thereof. RECEIVED CITY OF EDMONDS DEC 11 1975 ENGINEERING DEPARTMENT 250 Fifth Avenue North, Edmonds, Washington Edmonds EnQr. Dept. APPLICATION FOR A SEWAGE DISPOSAL SYSTEM PERMIT (Submit 3 Copies) Permit to be issued to: ...... MASSA)_]... .l.....J.QKns.on...... 1600.9..North .Meedow.dele Road,. Edmonds, 743-0993 For installation at: (street address) ............................................................................................................................................. Addition or Subdivision ---- RusseLl--- J....Johnson... Short..Subdlvi.s.l.on................. Lot ...... A....... Block ................ Type of Building: New......(... Existing.......... Single family residence X. . . Number of bedrooms..._..2_ ............ Other: (specify type or use)...................................•------------......-----------...--------------.---......---------------............................ Builder .......... Russe.11..J...Johnson ................................... Address.....1600.9--No.rth...Meadowda1e...Road.,_Edmonds Designer ..... .Relt, -M-idd-l-eton--- r}--As-soclate-s-,--.I nC,Address..... 324..Xa.i.n..St.reet-,.-.Edmonds......-_--------------- Soil Log Hole No. I .... 0!-'-24!! --- Gravely. sandy'foam, 24"-36" Coarse sand and gravel t i-ght- Soil Log Hole No. 2.... 0"-.12'!--- Sandy ... Loam _wlgrave.1.,...121.1-30!'... Coarse ... sand ... and... gravel............. ------------------------------------------------------------------------------------------------------------------•---------------.........-------------------• --- ---..............----........-------- Elevation of Water Table, if encountered. (Distance from ground surface) ....36............................................................. ........................................ Corrections to control surface water if needed ------- 1.nte.rceptor..draln..above... dralnf.i.e1d..area..and..sha.lI ow instaltat.lon.-gf..dral.B-tt.1o... th_.of..but.lding.-wl..l2"..$.Clec..t... f.i..1.1..materi.el.... to..be... pl_aced, over the after.installation. Specify if any removing or grading of topsoil in field area..................................................................................................... --------------------------------•-----...------......-----------------------.......----•-----------....--•---............. --...........------.............--------.................---...............---- Percolation : Test Hole No. 1 —Average Rate..1.9..0... m.i.n/..i.n... @...36!.'.. dep.ti Fall in minutes/inch-bottom 6" test hole) Test Hole No. 2—Average Rate.4..6-.m n./tn.-1a..39'1...de.Pth.(Fall in minutes/inch-bottom 6" test hole) Test Hole No. 3—Average Rate. 7.25.-4win/-in... @.-36!--'.-deptMFall in minutes/inch-bottom 6" test hole) Average percolation rate on which to base drain field design ...10-mi.n/.i n................ . Date Taken ... 5...Dec.....1375 Septic tank requirements based on present rules and regulations: Septic Tank Size .......... 750........... gallons. Amount of Square F et of Disposal Field....500... ...ft.. .... Signature —Designer---- ----------- Date 1..i... De.C...... 1 375............... DO NOT WRITE BEL W THIS LINE (To be completed by Issuing Agency) Permit issued (date) .................... ............................................ Permit Number .......... ................................... Remarks:................. .. _............ ........................ ........................................ ............................................ R� December 6, 1975 File No. 4847 LEGAL DESCRIPTION FOR RUSSELL J. JOHNSON SHORT SUBDIVISION PARCEL A That portion of Tract 36, Meadowdale Beach Supplemental Plat, according to the plat thereof recorded in Volume 5 of Plats, on page 42, records of Snohomish County, Washington; TOGETHER with that portion of Tract 50, Meadowdale Beach, according to the plat thereof recorded in Volume 5 of Plats, on page 38, records of Snohomish County, Washington; TOGETHER with that portion of the vacated street lying between said Tracts 36 and 50; all more particularly described as follows: Beginning at the southeast corner of the southwest quarter of Section 5, Township 27 North, Range 4 East, W.M., an established concrete monument; thence N3°26'25"W along the east line of said southwest quarter,a distance of 1,314.00 feet to an es- tablished concrete monument; thence S89016'44"W 658.58 feet to an established pipe monument; thence N3°24'55"W a distance of 20.02 feet, to the southeast corner of said Tract 36; thence S87°13'42"W a distance of 349.79 feet; thence N1053'03"W along the west line of the tract conveyed by Robert I. Berg by deed recorded under Auditor's File No. 1192614, a distance of 110.67 feet; thence west 19.4 feet; thence Sl°53'03"E 78.2 feet; thence S87039'45"W 238.55 feet to a point in an.existing fence; thence along the existing fence S37° 13'20"W 42.27 feet to the True Point of Beginning; thence S72°56'59"W 44.88 feet; thence N89°50159"W 63.45 feet to an intersection of said fence and the west line.of said Tract 36 extended southerly; thence SO°04'55"'E along the west line of Tract 36 extended southerly and along the west line of said Tract 50, a distance of 100.00 feet to the northerly margin of the North Meadowdale Road as it presently exists; thence S59°04145"E along said northerly margin a distance of 180.00 feet; thence N15°08'5811E 74.19 feet; thence N61°12100"W, 94.00,feet; thence N9°2811911E, 89,81feet to the True Point of Beginning. SUBJECT TO an easement for ingress, egress and utilities over, under, across, through and upon the north 15 feet thereof. •- • ' . � � RECEIVED CITY OF EDMONDS DEC 11 1975 ENGINEERING DEPARTMENT 250 Fifth Avenue North, Edmonds, Washington Edmonds EnaC. Dept. APPLICATION FOR A SEWAGE DISPOSAL SYSTEM PERMIT (Submit 3 Copies) Permit to be issued to: ...... Russe►1.1... J....Johnson-,...1.6009...North...Meadowdal.e... Road,..Edmonds,- 743-0993 For installation at: (street address) ...................... ...................... .............................................................................................. Addition or Subdivision .... Russel.l--J...-,Johnson ... Short-lubd-l-vislon---........... --- Lot...... A ....... Block................ Type of Building: New ....... X... Existing ............ Single family residence ...... X........ Number of bedrooms.......... 2............... Other: (specify type or.use)---------------------------------------------------- -- -------------------------------------------------------------------------------------------- Builder ........... usle.1.1...1..— Johnson ................................... Address ----- 1600.9_ North- --Meadowdale --- Road -,---Edmonds Designer ----- -Reld,.--Ml-ddl.e-tor_--B--As-soclate$-,--- Fnc.Address--- 324. Mal-n-- Street -,---Edmonds ..................... Soil Log Hole No. I---- I.-24!l... Gfavely---sandy-- loam-,-24"-36" Coarse -sand --and -gravel t1ght Soil Log Hole No. 2...-0!`"12'.'..SAitidY--11lam..IN%gray@-1----i2".'30".--Coarse...sand.--and--.gravel-------------- Elevation of Water Table, if encountered. (Distance from ground surface) ...36'-!.................... Corrections to control surface water if needed. ...... lnter.Captor..dral.n--above--drsI.nfleld--area• and --shawl low lnstalletton of drei.ntile_.north of._building..w/..1.'!..se.1.ect...f.11)...matar..l.a.l...to..be..place.d. over ti to after tnstailation. Specify if any removing or grading of topsoil in field area...,. ........... ............................ , ................................... I .................... .......................................................................................................................................................................................................... Percolation: Test Hole No. 1 —Average Rate.19A..m1n/.l.n-1.36" .dep.th(Fall in minutes/inch-bottom 6" test hole) Test Hole No. 2—Average Rate. ktk.Rli0t--Q._-30'.'..depth-.(Fall in minutes/inch-bottom 6" test hole) Test Hole No. 3—Average Rate.7.25--m1n/In--@.36!l.--depth(Fall in minutes/inch-bottom 6" test hole) Average percolation rate on which to base drain field design..1.O...m.1-n/l.n............... Date Taken --- 5... Dec....1.975 Septic tank requirements based on present rules and regulations: Septic Tank Size......... 75Q............ gallons. Amount of Square F et of Disposal Field....SaQ...... . F.t....... Signature —Designer ---- .......... Date......1.1.-.De�....l.g?5............... DO NOT WRITE BELgW THIS LINE (To be completed by Issuing Agency) Permit issued (date)................................................................Permit Number --------- ..................... .............. Remarks:.............................................................................................................................................. ....... . 40 / OWNER: Russell J. Johnson I 16009 N. Meadowdale Road Edmonds, Washington 98020 --' Phone: 743-0993 4a8 LEGAL DESCRIPTION: 9i �3 4S �>' See attached l ega l /S�Acc¢as E Uf.'/icy P/oc¢ Isf¢rc¢ AV- try s 1��,�/✓¢. �o /o�c-7!//,y'g� I � Ipl V 1 q d� m. i \ LA2 e e Vjo)0°Se,0 e+ o, A00se 9,;✓Z way . 1 DESIGN DATA: Design Rate 10 min/in Provide 167 l.f. x 36" wide laterals; total drainfieid area 500 sq. ft. Provide 750 gallon septic tank. Note the drainfield laterals north of the northwest corner of building are to be installed in the top 1811 of soil and 12" of select fill material is to be placed over those laterals after installation. 1211 minimum•g.ravel shall be placed under drainti le ' where trees are encountered. The system shall be installed in accordance with City of Edmonds Rules S Regulations. 9 \5 gysS 0Gp/S6P 9 1 �\� 7S vol 04, ao�P �o ,Q . o . ooa PERCOLATION DATA: \ P 1 19.0 min in @ 36" depth P#2 4.6 min/in @ 3011 depth P#3 7.25 min/in @ 36" depth SOILS LOGS: P 0-1 - 2411 241, - 3611 P#2 0" - 12" 1211 - 3011 P#3 011 - 12" 1 211 - 30" 3011 - 3611 S #4 0" - 12" 1 211 - 3011 11 — 30 3611 Gravely Y sand loam \ Coarse sand and gravel, tight Sandy loam w/ gravel Coarse sand 6 gravel Sandy loam w/small amount of gravel Sand 6 gravel Coarse sand tight Sandy loam w/gravel Sand 6 gravel w/small amount of loam Coarse sand Water table @ 3611 i a+ na/ DRAINFIELD DESIGN for RUSSELL J. JOHNSON Parcel A CONSULTING ENGINEERS & LAND SURVEYORS 324 MAIN STREET EDMONDS. WASH. 1E19 PACIFIC AVENUE EVERETT. WASH. DfiB. CK. DATE FILE NO. k �,�� sD¢� /9�s 4847 DR F.B, SCALE December 6, 1975 File No. 4847 LEGAL DESCRIPTION FOR RUSSELL J. JOHNSON SHORT SUBDIVISION PARCEL A That porti.on of Tract 36, Meadowdale Beach Supplemental Plat, according to the plat thereof recorded in Volume 5 of Plats., on page 42, records of Snohomish County, Washington; TOGETHER with that portion of Tract 50, Meadowdale Beach, according to the plat thereof recorded in Volume 5 of Plats, on page 38, records of Snohomish County, Washington; TOGETHER with that portion of the vacated street lying between said Tracts 36 and 50; all more particularly described as follows: Beginning at the southeast corner of the southwest quarter of Section 5, Township 27 North, Range 4 East, W:M., an established concrete monument; thence N3°26'25"W along the east line of said southwest quarter,.a distance of 1,314.00 feet town es- tablished concrete monument; thence S89°16144"W 658.58 feet to.an established pipe monument; thence N3°24'55"W a.distance of 20.02 feet, to the southeast corner of said Tract 36; thence S87°13'42"W a distance of 349.79 feet; thence Nl°53103"W along the west line of the tract conveyed by Robert 1. Berg by deed recorded under Auditor's File No. 1192614, a distance of 110.67 feet; thence west 19.4 feet; thence S1°53'O3"E 78.2 feet; thence S87°39'45"W 238.55 feet to a point in an existing fence; thence along the existing fence S37° 13'20"W 42.27 feet to the True Point of Beginning;.thence S72°56'59"W 44.88 feet; thence N89°50'59"W 63.45 feet to an intersection of said fence and the west line of said Tract 36 extended southerly; thence SO°04'55"E along the west.line of Tract 36 extended southerly and along the west line of said_Tract 50, a distance of 100.00 feet to the northerly margin of the North Meadowdale Road as it presently exists; thence S59°04145"E along said northerly margin a distance of 180.00 feet; thence N15008'58"E 74.19 feet; thence N61°1210011W, 94.00 feet; thence N9028''19"E, 89.81 feet to the True Point.of Beginning. SUBJECT TO an easement for ingress, egress and utilities over, under, across, through and upon the north 15 feet thereof. V' i Z) I lJ t 'V FOR - - 4`5Yt- ' -- R U S SE LL' J. -J O H N SON- 19.4' - -. HOYT J. CAPLE 0 Q G. M. LOBOUDGER 238.55' ��. rn South Line of Tract 36, Meadowdale Beach Supp. Plat ( � � 130-85 L1 �$ Pr G 'I Zn 63.45' A N-1 - L-� 58.76VACATED STOEET —ACCESS >r` UTiL_S.3 6�` (1GOth. Street S.W.) 65.66 _ 23842 \ co 0 p0) North Line Tract 50, Meadowdale Beach co 0 A3 — tfi .pit;' 17 fix. Qi ' O °° O 27 MAINGER- ROSIER Ov\ 16667'' Net THOMAS E. JUTTE 000 JOHN JOHNSON r_ Qcy \ S ROBERT- I. BEF r Redd, /&44i.Ge4m & /,O"oc4z&d, Vote, ENGINEERS . SURVEYORS . PLANNERS 324 Main Street • Edmonds. Washington 98020 DES. DATE' 2 ' 6. 75 FILE NO. :" 4 84 7 1_ OF f DR' G. W. L. F-B', L. L.'.. . CH. SCALE u _ 501:SHEET •rw �.r.. LEIGHTON NOTE: As_ Information ,furnished . by ller. Russ Johnson, 743-09 00 OWNER: �. Russell J. Johnson I ' 16009 N. Meadowdale Road Edmonds, Washington 98020 Phone: 743-0993 -- ¢ LEGAL DESCRIPTION: i9? _.d.s,q a �� �. See attached legal '. N`` /3 Acc¢as Ut:/icy—' DESIGN DATA: ' Design Rate 10 min/in Provide 16.7 l.f. x 36" wide laterals; 1 total drainfield area 500 sq. ft. Q_.•,�_�4_ I �, Provide 750 gallon septic tank. Note the drainfield laterals north 'C Q of the northwest corner of building t are to be installed in the top 1811 of soil and 12" of select fi l l f�./'"�`���� 8° h�A material i s to be placed aced over those laterals after installation. _o ze ,�I qrl� t1 12'' minimum. gravel shall be placed under drainti le .,here trees are 6edtm .2 encountered. PERCOi P#1 19.0 min/in P#2 4.6 min/in P#3 7.25 min/in SOILS LOGS: P 1 0" - 2411 2411 - 3611 Py2 0" - 12" 1 211 - 3011 P#3 0" - 1211 1 211 - 3011 . 3011 - 3611 S#4 O" - 12211 1211 - 30" 3011 - 3611 @_36" depth @ 3011 d p th @ 36'' depth �e D/;✓a"'y ' of The system shall be installed in accordance with City of Edmonds Rules. b Regulations. .7f n� p 7a ♦` Zpo 1 O , 4 RECEIVED MAR 2 9 1976 Gravely sandy loam EdmondsUgl.Depl.- Coarse sand and gravel, tight Sandy loam w/ gravel Coarse sand E gravel Sandy loam w/small amount of gravel A S - BUILT .PLAN OF Sand s gravel DRAINFI.ELD FOR Coarse sand tight RUSSELL J. JOHNSON Sandy loam w/gravel Sand & gravel w/small amount of loam Coarse sand Water table @ 3611 DRAINFIELD INSTALLED: (25 March 1976) 170 l.f. x 36" wide laterals Total Drainfield Installed - 510 sq. ft. 750 Gallon Septi,c Tank Parcel A R6144 2radz"i"I IN 14""ide", flea. CONSULTING ENGINEERS & LAND SURVEYORS EE• MAIN STREET EDMONDS. WASH. 1610 PACIFIC AVENUE EVERETT. WASH. Ica. CH. DATE RILE NO. .� ✓ . 0 V4 F.D. : IBCAL� 4847 w ,TO RECEIVED DATE- _ March 26, 1976 MAR 2 9 1976 SUB✓E _As-Bu i 1 t P 1 an _f_ A; 0P911A.-pL City of Edmonds for Russell J. Johnson - Parcel A Engineering Department File No. 4847 Civic Center Edmonds, Washington Attn. Bill Nims Reid, Middletbn ates,'_ Inc. - -- Engineers • Surveyors a Planners 324 Main St. Edmonds, Washington 98020 Phone 775-3434 > Enclosed please find 3 copies of the As -Built Plan of the Russ Johnson Drainfield. The as -built information was provided by Russ Johnson. S16NED ViC .�-�` - - ❑ PLEASE REPLY ❑ NO REPLY NECESSARY Allan R . Mo r g a n S NOTE: As- Information,furni.shed by ller. Russ Johnson, 743-09 00 OWNER: i Russell J. Johnson I 16009 N. Meadowdale Road Edmonds, Washington 98020 Phone: 743-0993 LEGAL DESCRIPTION: 3.4 • of t See attached legal t -• ,,, E4s6,"T 1 /f'Accaaa 01i ldY DESIGN DATA:' Design Rate 10 min/in -' — -� Provide 167 l.f. x 36" wide laterals; total drainfield area 500 sq. ft. Provide 750 gallon septic tank. Note the drainfield laterals north of the northwest corner of building fah' are to be installed in the top 181, 0 XIl hIA of soil and 12" of select fill material is to be over those ,1Lo,t,n%^� o placed laterals after installation. q� r` 1211 minimum gravel shall be placed .. 1 dtta• under drainti le where trees are r encountered. \1 c. H0 _�� 9�;1�"Oy The system shall be installed in accordance with City of Edmonds Rules, E Regulations. PERCOI P#1 i7.0 min/in P#2 ' 4.6 min/in P#3 7.25 min/in �a/ SdP�I SOILS LOGS: P#1 0" - 241, 2411 - 361, P#2 0" - 12" 1 211 - 3011 P#3 0" _ 12" 12" - 30" 3011 - 361, s#4 0" - 12" 1 211 - 3011 3011 - 361, jb•• depth 30" depth 36'! depth Gravely sandy loam Coarse sand and gravel, tight Sandy loam w/, gravel Coarse sand 6 gravel Sandy loam w/small amount of gravel Sand s gravel Coarse sand tight Sandy loam w/gravel Sand & gravel w/small amount of loam Coarse sand Water table @ 36" DRAINFIELD INSTALLED: (�5 March 1976) 170 l.f. x 36" wide laterals Total Drainfield Installed - 510 sq. ft. 750 Gallon Septic Tank :EIVED MAR 2 9 1976 Edmonds Engr. Dept, 1 .L AS- BUILT .PLAN �OF DRAIN FIELD FOR RUSSELL J. JOHNSON Parcel A Rio, Mddlt" d A"mewtles, 96m. CONSULTING ENGINEERS & LAND SURVEYORS 11[4 MAIN [TR[[T [DMOND[. WASH. 1410 PACIFIC AV[NU[ [V[R[TT. WASH. D[CK. DAT[SDMCIV FILE NO. DATE CITY OF EDMONDS COMPLAINT RECORD Complaint voiced by - Name: /� 4- 4-7 ^ 373 Sr Address: Property owner:, Yes No Where Address of pra to be investig Name of owner: Address : Description of complaint: ao� .� Result of investigation: --2 17 sue, ` C�,„ I 1►20 ( (,��.ets�, z 00 0 r "0 4J N •r N W CITY of EDMONDS SIDE SEWER PERMIT For Inspection Call 771-3202 STREET FILE PERMIT NO. 07785 Address of Construction: /10 U/ / JO /U/'& 04%�l1011 cl— F Property Legal Description (Include all easements):. Owner and/or Builder: Contractor & License No: Single Family Residence (/ Multi -Family (No. of Units ) Commercial (No. of fixture Units ) Invasion into City Right -of -Way: No L,�-' 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 _jZ Yes (If Yes, easement required, att egal description and county easement number.) PLEA R AD THE ITEMS LISTED ON THE BACK Etik-rify that I have read and shall comply D to with the items listed on the back. Permit Fee: (' / Issued By:0— •�kh� Trunk Charge: o� S Date Issued: 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 SIDE SEWER PERMITS 1. Property owners must obtain a permit to install side sewers on their property. A licensed side sewer contractor must be employed to construct side sewers in the public right-of-way. 2. The side sewer contractor assumes full responsibility for each installation for one (1) year. 3. Commercial establishment requires a minimum of a six inch (6") side sewer line. 4. Side sewers may not be installed closer than thirty inches (30") to any structure. 5. Side sewer lines must be laid at a minimum grade of 2% (1.150) and maximum grade of 100% (450). 6. No. turn in side sewer greater than 450 (1/8 bend) is all.ovied between cleanout. All 900 turns must be constructed of a 450 (1/8 bend) and wye with removable cap for Cleanouts. 7. No down spouts, footing drains or floor drains can be connected to side sewer system. 8. Pea gravel is required for bedding when installing sewer lines through other than granular soil. 9. Cleanouts are required at 30"-60" from each plumbing exit line and at minimum intervals of 100' along sewer line run. 10. Trenches within City right-of-way must be restored to original conditions. Contractors shall be responsible for right-of-way failure due to poor compaction of fill. 11. Cleanouts at property line and at house will have risers installed to within 12" of surface grade with removable cap. 12. Water test is required. 13. Side sewer must be left uncovered until inspected and approved by the City. 14. Inspection during normal working hours only. One (1) working day notice required. STREET FJLE. THESE MINUTES SUBJECT TO SEPTEMBER 10 APPROVAL EDMONDS CITY COUNCIL MINUTES September 3, 1985 The regular meeting of the Edmonds City Council was called to order at 7:00 p.m. by Mayor Larry Naughten in the Plaza Meeting Room of the Edmonds Library. All present joined in the flag sa- lute. PRESENT STAFF PRESENT Larry Naughten, Mayor Art Housler, Administrative Services Director John Nordquist Dan Prinz, Police Chief Steve Dwyer Jack Weinz, Fire Chief Laura Hall Peter Hahn, Community Services Director Jo -Anne Jaech Bobby Mills, Actg. Public Works Superintendent Bill Kasper Jim Adams, City Engineer Lloyd Ostrom Pat LeMay, Personnel Manager Jack Wilson Jerry Hauth, Hydraulics Engineer Tom Cole, Student Rep. Jackie Parrett, City Clerk Scott Snyder, City Attorney Shirlie Witzel, Recorder Councilmember Kasper arrived at 7:45 p.m., during discussion of the Employee Assistance Program. rnNUNT AnFNnA Items (B), (D), and (G) were removed from the Consent Agenda for further discussion. COUNCILMEM-. BER HALL MOVED, SECONDED BY COUNCILMEMBER JAECH, TO APPROVE THE BALANCE OF THE CONSENT AGENDA. MOTION CARRIED. The approved items on the Consent Agenda included the following: (A) Roll call. Adoption of Ordinance 2518 establishing no parking on Ocean Ave. Award Contract to For -Land, Inc., for drainage restoration in Meadowdale area ($1,480). Set date of September 17, 1985 on appeal of Hearing Examiner's Decision regarding home occupation permit (Pomeroy/CU-9-85). Acknowledgment of receipt of Claims for Damages from Michael Arthur Klima ($1,076.25) and J. C. Francis ($432). (I) Authorization for Mayor to sign 1986-1988 Firefighter Labor Agreement. (J) Report on bids and award of contract for Union Oil Waterloop construction project to Utelcon, Inc. ($79,297.68). APPROVAL OF MINUTES OF AUGUST 20. 1 Councilmember Dwyer indicated that he had voted yes on the motion to extend the meeting of August 20 in the last paragraph on page 8 of the minutes. COUNCILMEMBER DWYER MOVED, SECONDED BY COUNCIL - MEMBER JAECH, TO APPROVE THE MINUTES AS CORRECTED. MOTION CARRIED. . PROPOSED ORDINANCE 2519 DELETING APPENDIX TO CHAPTER 1 OF THE UNIFORM BUILDING CODE Councilmember Dwyer complimented the staff for catching the implications of this code and recom- mending the deletion of the appendix. COUNCILMEMBER DWYER MOVED, SECONDED BY COUNCILMEMBER JAECH, TO ADOPT ORDINANCE 2519. MOTION CARRIED. SET DATE FOR HEARING ON PROPOSED ORDINANCE REGULATING SATELLITE DISH ANTENNAS, .AND EXTEND THE MORATORIUM ON CONSTRUCTION OF SATELLITE DISH ANTENNAS TO SEPTEMBER'24, 1985 (SUGGESTED HEARING DATE: SEPTEMBER 17, 1985) I Since there is another hearing scheduled for September 17 that may involve a great amount of time, Councilmember Dwyer suggested that the hearing for this subject be rescheduled for October 1, 1985, and extending the moratorium to a date consistent with that hearing date. He indicated that there could be lengthy discussion on both the Highway.-99 issue and the hearing on Secondary • 0 STREET FILE CITY OF E® O N® S HARVE H. HARRISON MAYOR 200 DAYTON ST. • EDMONDS, WASHINGTON 98020 • (206) 771.3202 OFFICE OF THE CITY ENGINEER March 25, 1983 RussellJohnson 16009 North Meadowdale Beach Road Edmonds, Washington 98020 Dear Mr. Johnson: The City is currently in the process of completing the designs for the sewers in the Meadowdale area. There will be a sanitary sewer col- lector that is extended east from 72nd Avenue in the local access road. This collector can service all of the lots that will access on this road, with a cut for the sewer in the 4'to 6'.range. However, to connect your residence (16009) to this collector, the aforementioned cut would have to be approximately 14' deep. There is going to be a collector that extends up N. Meadowdale Beach Road, which could serve your aforementioned residence,if you will grant an easement for the side sewer across your other property that sits adja- cent to 72nd Avenue and N. Meadowdale Beach Road. The sewer that extends up the access road can be lowered to provide service for your residence, but you can see the increase in cost of in- stalling this collector at the lower elevation. Since a portion of the cost of this project will be paid for by yourself and your neighbors, it would lower your assessment by servicing your residence on Meadowdale Beach Road. If you have any questions regarding this, please contact Jerry Hauth at 771-3202, extension 280. Since time is.very critical, he would like to hear from you on this matter at your earliest possible opportunity, re- gardless of the alternative you desire. Thank you for your cooperation. Sincerely, 4 E. ADAMS, P.E. City Engineer JH/st C�h I '� r" Z6 ry a\uthy Dt lei•. — — I&ER-OFFICE COMMUNIC ' IONS FILE COPY DATE.. January 2.6 i g 81 � ?ITO `ABE BLANDIN ROM JIM ADAMS STREET Fi FCR7 .e — LITTLC6 SUBJECT 16009 N. Mead ' dale Rd., Edmonds .9 Abe . `'Russ'Johnson4(of the above address) has complained that $the street and. drainage ditch in the vicinity of his house has never been maintained by the City. r STREET FILE. Novembe.r 1, 1 M IIE140 TO: HARRY 1,111ITCUTT BUILDING OFFICIAL. FROM: LEIF R. LARSOP! CITY ENGINEER SUBJECT:' ' , PI_ICAT IOh! FOR RUSS JOII,NSOfI AT 1f0, fIORTI! IHLAD0141DALC ROAD 1) Additional right-of-way required on North.fleadowdale. Road. per S-17-76. peed was not included when suhdivision was re- corded. 2.) Lot drainage to he connected to storm sewer -system. 3) Underground wiring required. 4) Driveway slope not to exceed 14 percent. 5) Proposed structure is over,septic drainfield for.residence.. Structure must be relocated. or drainfield must he redesigned/ relocated.and septic system permit obtained. 6) Site plan did not show correct lot dimensions per subdivision, f RI IA: mj Lu I lul'. I1U�Z) jol111�U11, %'ij U:) 'r OiMER: i. Russell J,..Johnson 16009 N. Meadowdale Road I Edmonds, .Washi2nyton 98020 Or Phone: 743-0993 LEGAL DEFCR1PT10N: yj �g 4s• n/ 1 See attached 1 ec1a.•1 Ir7 cc¢as Ut; /icy DES I (;N DATA: Desicln Rate 10 ruin/in _ Provide 167 l.f. )k 36'' wide laterals; tot'al drai_n.field area'5.00 sq.. ft.. Q i _ _ I Provide 750 gallon sel,Lic tank. �o ,a Note the drainf'iuld laterals north 'v 1 of•the northwest corner of building p.4 0t are to be installed in the top 18'' of soil and .12".of select:.fi 11 material i5 to be placed over those Z -r� o I laterals after installation. q�6 ,4 2e ��; ) 12" minimum placed gravel shall be i •1. 1 1tt 2.6�dt � POP, i ericounUnder aered t i le ..here trees are . W. S �,e. 11 0.. Hoye D�;✓sway, The system shall be installed in accordance with City of Edmonds Ru I es & Regu•1 at i ons.. _:RCOLATION DATA:. Qr� 1 19.0 min/in @ 36" depth � 2 4..6 min/in 0- 3O" &, t'h ►,aj RECEIVED rf3 7.25 min/in C 36'' depth :)ILS LOGS:_ F%1 0" - 24" Gravely sandy loam 24" - 36" Coarse'sand and gravel,'tight ;i2 0" - 12'' Sandy loam w/ gravel 12' - 30"' Coarse sand b gravel 1/3 0" - 12'' Sandy Ioam'w/small amount of gravel 12" - 30" Sand r; gravel. 3011 - 3611 Coarse sand tight ;4 0" - 12'' Sandy loam w/graved 1211 - 30." Sands; gravel w/small amount of. loam. 30'1 - 36'' Coarse sand Water table 36'' iAINFIELD.INSTALLED: (25 March 1976) 1'0 l.f. x 36" wide laterals La.] Drainfield Instal led' = 51-0 sq, ft. A Gallon,Septic Tank AS- BUILT DR E RU•SSELL J Parcel MP,R 1976 Edi ► !i; LIZ] . PLAN OF LD FOR JOHNSON A Rea, ftz4 w" dr A soaawo gala. CONSULTING ENGINEERS a LAND SURVEYORS 324 MAIN STREET SOMON08. WASH. ISIY PACIFIC AVRNUQ 6V9R8TT. WASH. ' 0►8. CK. oArc RILE NO. .na� F.S. 4847 D fiy� BCALi' Pf-'PtI1T ADDRESS ff!Q �`y I ll . QD DateLECAL DESCPIPTINN a , BUILDIi1G PERMIT RFVIEW Ei1GINEERING DEPARTMENT CHECK'LIST Instruction: Check Accuracy of I.enal Description. Check Anaihst Assessor.'s Man for Lenal Subdivision Does it conform to City Approved Subdivision? Re v i evie r' s Ini.tiaia1Is VC�Iy 1. This'lo.t included in �uhdivision/Plat.No..:. `7 2. Site Inspection* made on: 3. What are around water and soil conditions? 'TU/ ti Nl_-r3 ;S 4. Site nrainave Checked?yo 5.. Storm Sewer Availability: Sht. of r1wl..Do. Project Roadside Ditch r — Z .6. Grading F, Final Contours_ iks 7. Septic Tank System Desirnr Approved:. __1_y '—= --_ 8. Sanitar.v Sewer Pvailahility Sht. _ o nti.i�.�Rle-.--, Project Side sever availahi1itv.:_J g. Sanitary Sevier Connection Fees? I v_ 10. Dater Mains A Fire Hydrants (Indicate Size rlain) Check Fire Dept.'s Comments 11. Sidevialk (Site inspection, shoals conditions of sideo-calks as folio,, -Is) 12. Curbs: -- Curh Cuts/Driveriays (Chec iv(:riays for safety, location, grade and width).:_ 13. Underground 11irinn: _Street Lights: 14. Street Right-of-wav PI Ildg. setbacks.ht._ of official Street Map. 17 15. Existing Utility Easerren.ts?_ m L � 16. Access Easements. _ .. - 17. Site Plan checked for, accuracy?. 18. Special Reguirv.ments listed in Memo to Bldg. Dept. 19. Commercial & Apt: Renuirements form completed?_v 20. Drawings stamped. b notations. Made? 21. All Items filled in im Bldg. Permit Applica.tion? i� 2 22. Bonds ,posted for site work? 23. Right -of -way Invasion ►'ei-mit required? COMMENTS 6K- 'AP- a: 7 plate an'- Dc:s Sr, t ic T.1, - Perm (I'm .1'. Sceptic T.-in't. Pc oni-red Thtc Sanitan, Sev.-cr AvriilaldPro i lity -ro:l %.0 Side Scvcr Aviilabi smita -ci, Connection Fcc Peouired -,�Iitll -r (.0 _Ction rce T"'Ite L iLn T) t ':-4 t, J rf: Rvouirccl . cl1 1s Culver 111rCd Si. zc—,.. 0 if E-: Catch r, Indicate Catch 11 atc on !7itc plwi--- CIL (q c,- m inn in swals cc) N".111,1101C rc(Iiii or. Site 133,nil So* editions F, Ground Water Field (locked Revi. M., b% A-Itc j Curb C��t for llriveira>> Reouired IRi�}it-of-,°ati• Construction Pcimit I ircd Ijond Pcnuircd for Publ' pidVerlents I street Narlc �, Re�ti:ired IOtt iRnin!, 1CCIUiTCC! I� Pr r�,iit Sitc Insncctian nadc. on 131': cv.ex FAH �I .r . c; { ltiater Strcct' Enginecring . Special Pcc;uircmcnts listed in inClao..to IaiilClinR I�chirtncnt , Da t c hi ]. i.tchs f-ill.cd in on mdiding Pcinit'illmlication j}, nztc 11ra,: in�;s St.uipcd and 1:otations .."a'.c r>ftj nato— Approved l)y Public Lorl:s PcPart,Icnt NOTE: As-Bui nformation furnished by Insfa er. Russ Johnson, 743-0993 OWNER: i Russell J. Johnson 16009 N. Meadowdale Road Edmonds, Washington 98020 t Phone: 743-0993 2 �4 ' LEGAL DESCRIPTION: See attached legal /S"Ac�tas E_ Uf: /i4y �� DESIGN DATA: 3 I Design Rate 10 min/in Provide 167 l.f. x 36" wide laterals; y j total drainfield area 500 sq. ft. Q}�.�._�",I 0` Provide 750 gallon septic tank. Note the drainfield laterals north f ; c p 1, ` i.� ��:. " ' of the northwest corner of building N �,✓ fl��✓� !�''' ��•� are to be inled i n the tap 18" 4W c 1 of soil and 12" of select fi l l {.r' o,,v!';^� ' h�A material is to be placed over those to �:6.0 laterals after installation. 12" minimum gravel shall be placed . 1 eedtm under drainti le There trees are 1 w 2 P110) esit encountered. ` o �1o�8e 9y,;✓��'y. The system shall be installed in accordance with City of Edmonds Rules.. E Regulations. 01 \� C PERCOLATION DATA: P#I 19.0 min/in @ 36" depth P/!2 4.6 min/in P#3 7.25 min/in SOILS LOGS: P I 0' 1 - 2 411 2411 - 3611 P#2 011 - 1211 1 211 - 11 30 PN3 0" - 1211 . 1211 - 3011 3011 - 3611 S#4 0" - 1211 1 211 - " 30 3011 - 3611 @ 30" depth @ 36" depth Gravely sandy loam Coarse sand and gravel, tight •. Sandy loam w/ gravel Coarse sand 6 gravel Sandy loam w/small amount of gravel AS' BUILT .PLAN OF Sand s gravel DRAINFIELD FOR Coarse sand tight RUSSELL J. JOHNSON Sandy loam w/gravel Sand & gravel w/small amount of loam Coarse sand Water table @ 361, DRAINFIELD INSTALLED: (25 March 1976) 170 l.f. x 36" wide laterals Total Drainfield Installed - 510 sq. ft. 750 Gallon Septic Tank Parcel A CONSULTING ENGINEERS & LAND SURVEYORS 324 MAIN STREET EDMONDS. WASH. 1619 PACIFIC AVENUE EVERETT. WASH. D[s. CK. OAT[ RILE NO. .� ✓.W saac /V 4847 DR F.B. BCAL[ l.L. /"=?D' s NOTE: As-Buil nformation furnished by Ins tfoer. Russ Johnson,. 743-0993 0 % OWNER: i Russell J. Johnson I 16009 N. Meadowdale Edmonds, Washington Phone: 743-0993 LEGAL DESCRIPTION: _.d.s. �� / See attached legal QJat / Road 98020 DESIGN DATA: Design Rate 10 min/in Provide 167 l.f. x 36" wide laterals; � total drainfield area 500 sq. ft. /••c�.��i.:�. 0` Provide 750 gallon septic tank. Note the drainfield laterals north of the northwest corner of building are to be installed in the top 1811 of soil and 12" of select fi l l {.r' ;v;�^� ' h�A material is to be placed over those laterals after installation. 12" minimum gravel shall be placed 1 ZBed�m under- drainti le There trees are yiop°s a=et encountered. Noose P;VaW'd , The system shall be installed in accordance with City of Edmonds Rules..& Regulations. LSD G a i` o PERCOLATION DATA: P#2 4.6 min/in P#3 7.25 min/in SOILS LOGS: P 1 011 - 241, 2411 - 3611 P#2 0" - 12" 1 211 - 3011 P#3 0" - 12" 1211 - 3011 3011 - 3611_ S N4 011 - 1211 1 211 - 30" 3011 - 3611 @ 36" depth @ 3011 abpth @ 36" depth Gravely sandy loam Coarse sand and gravel, tight /. •. Sandy loam w/ gravel Coarse sand S gravel Sandy loam w/sma 1 1 amount of gravel AS- BUILT .P L A N: O F Sand & gravel DRA I N F I E L D FOR Coarse sand tight RUSSELL J. JOHNSON Sandy. loam w/gravel Sand b gravel w/small amount of loam Coarse sand Water table @ 36" DRAINFIELD INSTALLED: (25 March 1976) 170 l.f. x 3611 wide laterals Total Drainfield Installed - 510 sq. ft. 750 Gallon Septic Tank Parcel A Ruh ?ft4 W" d 4"09"eles, I' CONSULTING ENGINEERS & LAND SURVEYORS 344 MAIN STREET EDMONDS. WASH. 1619 PACIFIC AVENUE EVERETT. WASH. DES. CK. _lh.,� OAT[iDae /14847 FILE NO. .� DR F.B. fi l.L. ISCAL/"= 90' STREET FILE December 22, 1975 MM T03 Septic Tank ApplicatioxasPending File FROM: Leif R. Larson, City Engineer Subject: Application for septic Tank System at 16009 North Meaj * &d .._ Russ JohnIM The application for a septic tank system permit will not be issued until they requirements of the tuilding Department are met for granting a plumbing permit. This is on advioo of the City Attorney, John Wallace. LRLsrf PIl1:T.Ir '.';()P2'3 PEPT. (ITF.('I; LIST BUILDING, PI'll',IT Pr1' M PWAttV STREET 9— Strcet Existing �� 12EDD EJOUY 1 �� II Access Easements Iaistinp ��� Tu"M I I` Utilit-• Fascment Existing TZFO1 ; w �� Lot Per Subdivision_ Plat Assessor Ilan IiSite Plan (,.ccl:cc] for Accuracy i _. 1'11dC1 RrO1L'ld ',', i ri.ilg I:c�d. Ar ! W I O)c:tik A?Iripl,96r% Itcv i cr: by ' _ Date I it Fxistill� ;.tc_r_.'•�zin Si.zc �1';atcr "a.in Pcr;uircd I lydnvL t <.; c Fxi still" E rec?-{il�rl'tcIlyc?r1t I:rni .CC, tcr Tief11.t0i1r1ed hi01n ! .- II Rcv.i c1:, l: I ----- Septic Tani: Pennit "�' d Sanitiry 'le er Availaidlitt' t:_: Size I);1tc _ IIi h;ttc_ -- . i ! "roi. Side Se1;cr :lvail.tbil:i v II II >'1uita), 5r Connection Fee Pccnlircd hate (wt I cl1 T xi stir. TtePtli.rccl I r_ II Culvert Rec tired Si.ze o II --- I('atcal M-15in "enuired !rCo let-Tion in I of�t�i1 CUP 0 r II!a1lhOlc required — soil Conditions F ! I I Rcvi cv; --- 1 I';ater Field C1cc]:cc1 Incli.cat `'i*.c Pln1! Indicate or. Site I'lm Date Strcct Paving, Renuired C1irb wid cr Rcou.i.rcd _ Sidcimn ]Pecnri.rcd. Curb Cut for Privewav Required r! Ri-lit- ojr-IV:a-,- Constriction P Rcouired t� I }pond I?cquired iblic Improverients 'I Strc I,m.. c Sian Required IOtlrcr Sinni m, Rcqui rcc?_ I! / IIPrc 11cnait Sit.c Insnccti.on madc on — c 1 • BY: Scv.er • ~ 11II I c I ll'aL' Cr ' Strcct---, _ linpincerinF ci al I?crtIircrrents li stcd in )^e�:o to l',uildinrt I�c2)crtrent it . items filled in on 1' lding, llcmlit Application P. �)r'Ill:lil�; i ct,lr'' )cd and i'iotations ''t:ilrC By pprovecl Ly f uhli c 1."orbs Tk 1partmcnt a- 1)atc Patc natc t ;F I. - _ a 3 .. .7 ► - . y_ _ • . . r PLD �. , ; Ito NNE .' f . , 9� ; . CHARLES Ai LYFORD . / . •. ) • // - 1. .r.. .. - ... r . ;; I ---- 90.0.0' . . 4 . . } • Mc Phearson Inc. . . . , `� ",:, f t +I II _ 11 , \ , i CHARLES A. LYFORb - . CHARLES A. 4 0 , _. . LYFORD . . .� . .'N a'. • .1. , 34, 092 sq. ft. , `0.1. ' .i .. „ 1. . FRED W. . — 109.95 KRAFT I I I I I I N `lI I I I • x to - . ' i ': - . .0 . . . , 15 4.60' . . rn '-T- i rf. .. 1. , .. �, -. ' .,— .- .V • •It , ,1 'fin' y„�� rt .s a I� "4 7' y I. i. t E!~r;y 3, �' IFRED MORTON tryI. : ' - r.: _ !-*. '.i7J(w.� t1 f yi �' �•f` t M. ( , t 1 .. .� ' ' �' �. .: .. -r , . - .1 t sp 3p ��� . ,/- Y •� .t hd 0 26359 sq, ft. o i u a ,,: t ...�. , a•• 9.32 :, . • t ; rs �. :: _ 14 34.52 R� �o ,t s ', +r '„ -� a U71�1 .00 EASEM � ENT' . 96� , `0'/ �`1 a '•.'Yip,f. ' ;• , .' "�1.� N'';ACCEss�.40 _,.• 49_.__ ROBEff? 1 �ERr;' �1: , : � . , ..- . ' t = ; *, ' " sift K 23693 sq. ft... :.t F t ,A :..?r, �(f . t NET . , . ► t r' r �y,+: r e - „� �!f c;� t :h `��t-:� Tract 36', Meadowda Bedch Suppf Play : .� , } >:. k „; �: (; South Line of ,� _____.-, --- , t: i , 1,: i �,.',>, < ��a.>=.tl�''k?'�?';�;--w-,::_'.:�.:_.:-t- t� ,�,. N .63 9 67.2 .t-•---'--�'+�.... ,�,. ....y..+• t, `,,*.Y ;�I ,, .y s .� {r� l;.;w »:A 4 � N 58.76' VACATED S3TREET = 1 ` �, rty J`' i �.•�f��If�i,. ,4t;Af;.,4 r%; . ^,��:-,, .,,4. 23504 sq.ft. . " (160th.Street S.W.) t �:,; �&c►.,t ,"'gam, .')y -� }•.��'`''.""± , t:'r �. NET g3842 .. c' ;' : ,► -� } +' ./°t( bt 1 �T -l` r1., �„'��Clt�,\,:' �- , , e ,?'' .'.. t �j t1 �`. 7Z.} -',1 a;: tr a.S�'�^� j , aty 1' __ — ,r—^�T - �,,,,...M.. �.......r..•1a.rR+•. �'w"�'! r `1., ^; � # ," � � ; ;; : ' t x 'r*r r,`• ;_ — . .�'_". CN th Una of ac 50 J k ,y_', uu. , ,t ;�.�.y. Y.',,. :. ).;,.:. , or .'ir t� ,Meadowddle Belch �•�`- •r,..r .. � _., ;.:',t ,'t. •:;' `3 � I . 5`•,'S 31':a y,r4 .7•� ij, I.r :i�N '.'� 1.2 �I .. ;_•.,; •1 "•,+a' �' 4 +.i.{. tw }�'''t•�Qt•�''" .,9,{Sa•. it :,.:'.. I _ _ _ , - 'a. I.,••t .i��:!•�'ra,.> > mil p�.' % I� 1 '.TY :YA .�++�Ey.y5 i• .. C•r.y.^},., — p :F.��' t $ .. ..��.tl .+ij' ':� •,':. • d Tar Z .�:.• gzr+::,se tuF'� 1, r - i;`,�,'L; �, y 2S ':�' a• Z. ,' :. i:.,: r:. rI3 • ?1 t fat } t , y� / pSt �1 aM) t w' fz�s' T yI ' E: "i': (0 �i� ��/jYJ;+.. ,r? ^; r • .' "M '7C __,'r ;.i•.1:rr•.iy+\�' .+�'V•a'S:7l ;ie�i,.4,. /'y �.'•• i 'V' y- t af_ t�' i 1 \•�' •r St %i •\ Al.<, .;.�tt:tt .i �. hM't�,. ,t N MAVNGER R091ER f ` ;ty'/; t. li•� *�`i.'1� 'Y ., j 1�ejt;''r''i• •�,, . �% '�') ,-^a.�•Ir �t .j`�, '1 L.,{. .",'/i .'�.l i• j•• ��'va g, ( t k guy y e� y� 1 .`y w�){yl�u+,,lf'♦ i, ° w 9 U �:Y •S'�O 1�i " �.'+ ' A► +>3� 1. fi� st rT'- � r` tea'. tfig! I. ��� 3. ' i r•1::' a' .,i �' ► ti , ! . ..'tk;, j`fir�' �';!'Yc /�'�' Q. i� ��' �.:. RR .. 3. _ S' r:� ";t�� f' .`j 1.��,; z�: ,� fit. ' �' i �667� Ne.t **11 nn'' �: ti t r .L THOMA E TT C� N Iy' . I. r p ,.,+: -11 S �W E RU S S E LL J J H Q r a'i.t + c i�r,,. it . !;, Z;1f r fk� �-. � • - - a.. t ' f• , 1_•. t - tug,, t ''' l + •e, ". . )i • ) 14 v , t.� i.•�t % I �:, , A 7 . " ....4,!�. .9b, ,- . �. il . .::. I . . . , , , , C$T ; i':: - t. . . : " - . ` . ,._. P � � - :'' . ." r t t* . t; r " " �, .. r t .1 .. t !. . . ..,,*- . 1. " . . �4 '� 5j, yb ai. q �t a r .i £t^;+ 'at _ .5.1.{� r V%•. is • �'''�. •t + �� tkt ,�.;, J M.N ;,�©H SON >: a .....' . . .. . . . .. k'N, I . . .- . ;y".. - . . . . ', r.. I ... � 1, ' r St l'. ,,, � - -, .- I � 1 f. . . f a:; f y uL� G i+t . ,.'rV. .,: , l r. t \ . d i n ..t ..._,Y , . i� i A C U1 . . . Real % it ttaac �¢eeatl+e�id, %irG. ENGINEERS' r ;SURVEYORS' : PLANNERS - 324MainStreet. %, Edmortdc, Washington,19020 °as. n.. i • 6.75 •1. � NG. ' .. :: - . -'j, f A.T' '• i, ,.or .i °R' G. W. L. '`,°. ,.L, L.; .. • cH. , • 06ALg'.t Y wg . 6A-rE- /U,7.eo API'OOVED AS NOTED By ENGINEERING -3 tmR �I Date:New IMWfW%Uus - �- �7QG1� N'k5 SP�FN�cX Wt��aR/J6i ' Stll��- - ZONE -- SETBACKS: FRONT SIDE t rl REAR- 1-4 cn� u s t--. P4 7, %q CNCLCifV'E fENLVE OTHER^ HEIGHT -- �"— APPFIOVED BY PLANNING ci e / e e (CWI - JUN ? 2003 / PERMIT COUNTER 7Z AJ F STREET FILE RiECED JUN 13 2003 PERMIT COUNTER STREET FILE r