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18621 84TH AVE W.PDF111111111111 7828 18621 84TH AVE W ADDRESS: TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREAS MZ)A L6M 002�-J7 DETERMINATION: 0 Conditional Waiver E] Study Required Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: — PERMITS 967.4 PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE S: SHORT PLAT FILE: LOT: SIDE SEWER AS BUILT Dj SIDE SEWER PERMIT(S).# GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: LID #: t BLOCK: L:\TEMP\DS'PsTomis\Strcet File Checklist-doc CA FILE NO. kritical Areas Checkli* -------------------------------------------------------- Site Information (soils/ topography/ hydrology/ vegetation) 1. Site Address/ Location: 2. Property Tax Account Number: 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? yes; no, 0 . I/ If yes; how is site developed? 114 all IW064aff&�' 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): 6. Site contains areas of year-round standing water: Approx. Depth: 7. Site contains areas of seasonal standing water: pprox. Depth: 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 mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: Acii—chUm; Rev 02/11/97 0 0 City of Edmonds Critical Areas Checklist '0C. 1 0,9 V The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are or may be present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City �f all (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. With a signed copy of this form, the applicant should also submit a vicinity map or plot plan for individual lots of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate colurnn below). Owner/ Applicant: R9-11 ENEW* le62U Y�� Ale-, /6). Street Address te, ZIP Phone 14 q-7 Signature Date Applicant Representative: Name Street Address City, State, ZIP Phone Signature. Date -Amw� A Aow -2,P 0 d -) I - G LA ENGINEERING DEVELOPMENT REVIEW CHECKLIST SFR (includes duplexes) CHECKLIST N REMARKS 1. Construction (circle one) New ___F_ Garacie - mod.1 2. App Includes (must have all) 1 — - - Fgrading [topographic should include all existing information. Scale 1"=10', 1"=20% A plan survey drainage plan few are I "=50% should include erosion control measures includes existing and proposed contours (2' or 5' intervals) —refer to item 4*** for detention reqts 3. Is grading quantity? [Calculate qty. Greatest qty of cut -or fill is ca—lc-'-d--re-g--ar-dle-s--s-i-f it 5 -500cy__ remains on site. EO9 im-ermit —requi re-d-------- 'permit required red >500 cy 4. Drainage impervious surfaces include; gravel, patios, s/w., roof outl i ne, paving Igo to item 6. ( exception; if hse built after 1977, all impervious > < !surfaces accumlative. If exist + new exceeds 2000sf, a system !is required). Detention syst. Req'd. if not in meadowdale or other critical 2000-5000 sf - ----- - -- - area- applicant can use standard handout. if in meadowdale or other critical area - system must be designed and stamped by I e ngineer. detention syst. Req'd. system must be designed and stamped by engineer- regardless of location.----- >5000 sf 5. On -site detention stem overflow restrictor invert of outflow pipe should be the same as the invert of the I detention pipe. ( If engineer designs wet pipe system then tied to city system. !inverts will be different) __tcLatc ht��asns, _dit_ches,__str_e_a`m__s_,____ qpn -for drainage chmniells - �_i_oetention system goes to spreader trench. Applicant must prove soil will perc. straight dispersion trenches not allowed. too low to tie to city sys? 6. Driveway garage min/rriax� 3 car 10 30 14% max.; waiverable to 20%(approval by City Engineer). Cross slope 2%, 4% max. no ac ion required 1 car 10 12 2 car 1 24 Slope New Existing shy distance 2' shy distance reqd from structures (6' high fence, retaining wall, rockw , �buildinqs.) on -site turnaround required when d/w faces major collector or arterial road 7. Curblgutter and sidewalk or ? RRS1207-, qu—ir�ed-a-l-o-,�—�-p-ro—pe�----�---nt-a _�e(!�) re 4RS-P S_ 12 or if street is_�300�requir **Note: if area has neither c/g and alw, applica It may request in writing to contribute to General sidewalk fund in lieu of construction. If area has____ either or both, improvements must be installed. plimed p or to defireorated or broken shall be ine engineering final 8. Right-of-way I dedica I W-w-w-construction remodel refer to Official Street map for dedication widths required ---,not required Edmonds should be shown on drwg. Line from main to ROW Must be 6" neiw__sidesewWr 'if �c_�Iewn out with locking lamphole cover at P/L existing side sewe r lin6 -mai�� if line rom r.o.w. is clay or I , �c.nt must install Aow J Idline. inside house only in LID 210, city provides and maintains. new line, Is within 5' of house grind aid4or undar LID 110,$,ewerbonnectlo f OVWSD no action required Edmonds $730 for single family. For duplexes each unit pays $730 11. Water service OVWSD Ifirst_ck to see if in OVWSD Edmonds [me ter to be placed at the property on the r.o.w. side determine connection fee using water connection sheet identify size of line ENGINEERING DEVELOPMENT REVIEW CHECKLIST SFR (includes duplexes) CHECKLIST 12. Are other. utilities shown 13. Check utility conflicts with I tip detention sys. ater- and sewer s rmion 14. Rockeries approve for drainage only. Not allowed in right-of-way not to be tied to detention system. May connect to outflow side of rockery drains detention sys. or go into dry well on property (except of detention sys. or go into dry well on property ----- - (exceptMeaclowdale area) - - shy distance �iQocke checkfor2�sh istance �along d/w, y dj 15, Retaining wells approve for drainage only. Not allowed in right-of-way not to be drains tied to detention system, May connect to outflow side of detention sys. , or go into dry well on property (except Meadowdale area) shy dist -jif retaining wall along d/w, check for Z shy distance cAL-Cs Jot-h-er-com-e-m-s- ----------- - ---- 72t-- REMUMBER TO ENTER DATA INTO PERMIT REVIEW FILE REMEMBER TO INCLUDE HANDOUTS RE__ BER TO FILL OUT YELLOW AND PURPLE PAPER REMEMBER TO CALC FEES MEM REMEMBER ROW PERMIT VV 18621 - 84tb Avenue West Edmonds, Washington 98020 July 26, 1968 City of Edmonds Public works Department Edmonds, Washington 98020 Gentlemen: Ever since the problem that arose in flushing the now reservoir by the Lynnwood Construction Company, we have had a continuing dirty water condition in our home at 18621 - 84th Avenue West. This continuing dirty water situation has become quite intolerable, and I ask that my city motor be replaced and the city line to it flushed. I understand that several of our neighbors have had this same problem and the replacement of a metor has cleared -up their water supply. I am unable to use the dishwasher or clothes washer during late afternoon and evening hours due to lack of water pressure. Lawn sprinklering is out of the question, as I watch one sprinkler in my yard throwing 5 ft. to 6 ft. of water while my neighbors across the street on both sides have two sprinklers throwing 20 ft. to 30 ft. in the air. it seems to me that my efforts on the Planning coveimission to try to plan ahead for the City of Edmonds in meaningless. when services to existing residents Ls so remarkably poor, Your prompt attention to this matter will be appreciated. Ver_V truly -Yours, - ' ^g C JPBtes J. P. a T e `1!16f Ed h C i fty eAoitds'. FLE, APPUIC010 N f6r SIDA SEWi�A PERMIT STRUCTION REPAIRS No. ................. ...... ............. I J_A k" P4 1:4 -z .............. W ........................ Q'WNE)k:'-� .............. a .. t ..... oc_� j .... ....... ........... ...... CONTRACTOR.: ........ ............ . .......... ...... ........ PERMIT No. AbDR ESS ..... 6H _q .... .................................... .1.(.1 . ..... LEGAL DESCRIPTION: LOT No . ...... ........ BLOCK -No . ...................... ...................... ...... 4011 . . . ....................... NAME OF,:ADDITION'...: ....... T. �7 IT PAR ITT-, 0 PP C, I Call Wipect A-1107 wh -k C CENT eu w�;i TMENT Is r anspecuon. Z'. '(Wo inspio- dz�ys_?, 1. ;.. . '1783 t,=or S*idaY or holl NO ,�VDD RIESS. ........... -------------- 84th Av6n 6a W ................... est ....... ............................... .................... .................... ...... . ........... J n;A t dn Brooks h'. ............. :7_� --------------------- - -------------- CONTRACTOR ....... 6wfier. ----- -------------------- ........................... 9�ri ch*,'14 n- is: granted ... . ............ �­ 1.9 .... 6.7 ------ _.; ........ — for. PAIR E ---------------------- days.. to, RE wel`� in ac ord4pce i4iftfi p1j4�atiii 0 si� * — or CONN CT a Si 6. sewer C ap .n file and governing'ordililuinces. AT�iENT�19N, IS - CALLED Tio THE po- LLOWING: t 1-�. . rs of. -tile piopi �wce rtY InaY obtain, a permit, to construct sewer inside property� line.,, A li6insed Side Sewer Contractor must be�. employed to-coustruct jid seweF in street d6ea- Do riot cover any Portion of sewer before it has' been inspected. N'_ .16-030 and Reg Ulations governing side sewe' S '70­2­� , i�ialu: i.h informs. "on regarding -.0rdinance 11 when get permit. No. -,__t0'P' of 'Side sewer nnust'i��-` at least'30 inches �e coverage at property line and 12 inches inside P�qperty line; mi . nimum grade of 2%. bends in grade shaYP6r_thafi %. will be permitted. NOTE NO.' 4—Trenched. in street m . ust' b6;walter settled and surface of street restored to original cohdition. Contractors sball be responsible for !hnuie�due', t,d'irnbroper :work. which- may develop within one year of completion. N . OTE No - 5--It is,.tml4vVful: to alter or,db: any othertwork than is provided for in the permit, or to do any work on the, main sewer or J*- purten&nces except to.insert the Pipe in 0 the wye. Approved: DATE ....... 3 ..... ... .... .... ... By... ... ...... .............. ..........