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7005 174TH ST SW.PDFiiiiiiiiiiii 1049 7005 174TH ST SW ADDRESS: 70�5-- 17q4� 57 51/�-/ TAX ACCOUNT APARCEL NUMBER: -3z Z:3 Z Z,�:2 BUILDING PERMIT (NEW STRUCTURE): z COVENANTS (RECORDED) q� -2, CRITICAL AREAS:— DETERMINATION: E] Conditional Waiver Study Required 44waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER.): 557 W-a-ZA0 60 PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED-.- �3h!!5JFI SIDE SEWER PERMIT(S) #: 11,94 GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DATED: e)q LATEMP\DSrs\Fomis\Street File Checklist.doc C �Vo. Atical Areas Checkliste -------------------- :� ------------------------------------------ Site Information (soils/topography/hydrology/vegetation) I Site Address/Location: -70OS-- 1-�44_1 Ej o, 0 2. Property Tax Account Number: 51 '31 (--,100 13 j? 17— DZ_ 3. Approximate Site Size (acres or square feet): CL C, ce- 4. Is -this site currently developed? X yes; no. If yes; how is site developed? 5 1 v\ 41, �, I t re 5 1 C� 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-fet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of I 0-feet over a horizontal distance of 3 3 to 66-feet). Steep: grades of greater than 3 0% present on site (a vertical rise of I 0-feet over a horizontal distance of less than 33-feet). 6. 7 Other (please describe): Site contains areas of year-round standing water: ; Approx. Depth: Site contains areas of seasonal standing water: ;Approx. 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 3�� at.> meadow ;shrubs mixed I'd 7',> urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: FIN City of Edmonds "kW CRITICAL AREAS CHECKLIST The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City I of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, 'or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). f RECEIVED NOV - 8 1999 PLAP111iNIG DEFT 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. 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 assist staff in completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: ,S+e up- y-) Name -7oo�;- 17'lzaL-) ST- Street Address Eiv", 6 -\ A s yJ p oz 6 city §tate Zip q6D(, Signature j1 /(,/ Date Applicant Representative: Name Street Address city State Zip Telephone Signature Date cxeception\janakaddoc (over) dML 76 '0 PWE W. VE. W. 41 '75 7.930 -4 tA -4 %a Z Ph ;q 17517 7s's .4 7520 r" 0 -'S" 775/0 'L -A 7515 3 -Zi �111 75, 1761 ch 7507 7f" Z V751-06 ---4 -751 02.. as Z IA W '74t 74 74 74Z(v '75o '7512 7SIO 15 08 1'e'l ?112 742F 7420 74223 32 . 3� 7120 7422 4 7 7125 7+ 73,29 7402 7404 7527 1- '741S 7414 -7+IS 7416 7424 744 7413 71 i — I NO 71 0 1,q 19 f.r 1 740 IfO7 W. '744-03 127,91S 7100 -7+61 74*05' 7*b.P 73M 7317 '75/7 7.fzj .74// 1. 7qol 7403 -74 73W !9 732-1 7 30 25 '3**PL 14 732o 7321 747/ 24 738041 WA 0111, 10 %n ka 7314 732/ '7111 7-7 , its ca 7319 14 C— 73/0 7713 9 0 jAwl 7309 .770 73LV '7306 '730S 7231 0 -730Z 7301 Me 770, 723Z Ave W. ZI site zn CA 72ZO 7zzfv .31 :4 02,17 7220 19 41 W — -- 0 gig 7VO 44 X 7211 ;� V02 006 0 7203 .7 72 vv - 72417 Q. a .2 A W. 72 AVE 72" A VE 11f m : w :4 Zi -71 Z4 4 1 � '. ,, 77119 '1127 S., '707/ "aft, j -j 64 C� "A a V Uq 7, -7tZo 710g 7-- t71 .4 ;7121 7121 OW, W1 7 n, -71#0 -1 71,12 7113 Tilt 7 SY f. 7/01L ICC4 C4 107 -?to& to -116-i 71,16 70g?. 702 M 7/03 "04 ?t 7s2s* .7027 706 -7vZ L .4 '7oZ+ v33 TOW -7e Z4- ICZ7 -- 3z 703f 4 -701(o COS 4-191- 7 7025 4 0/1 Z 7023 '70 r -ir ze '7014 5 loz., 'Z 7014 -7oi4- * -701, 70/8 70/7 — -0 Ic 13 7oi 3 70OF 7eol TO 1 1002 PL. vog 7002 7011 -70o 5: 700S -7010 -7oi 1 7011 7006 7%? 7 Toot ir 701 % .920 7004 '40s b4 69/8 69/5* 45000 6 �5 I 6m X it M 0 — 6912 �'9 z FL.. vwj 9 Tm AVE 69 AL W. W. GC109 6910 6917 6908 (DqOq :j 4 6920 00 w QD GAIL 6900 6906. AVE 6831 693a 46970 *1 6830 %4— — 6928. 46950 4819 -1 (in tat -4 6SIS r.903 �4 14 So /P 15 is 9, A. - I �,C, , .9 :� -0 -A VE-1 OR — A VF— W. 692 67Z '. . .725- 67Z6 ;; [':� R 1:� 6 7i N SO -,a -4 SO N 0 D U L, FA� cn m 0 1-0� L 4 z w*4 Steven PkIes 7005 174" Street S.W. Edmonds, WA 98026 425.745.4806 Fax 425.290.9186 Send To: City Of Edmonds Planning Division 121 Fifth Avenue North Edmonds, WA 98020 QTY DATE DESCRIPTION 1 11/6/99 Critical Areas Checklist 1 11/6/96 Site Vicinity Map Comments: Please Gall me with questions or comments. -My daytime phone number is (425) 355-2826. Respectfully Submitted, Steven P. Miles 0 1 . 0 VICINITYMAP 7005 174 TH Street S. W Edmonds., Washington CITY OFIEDMONDS PUBLIC WORKS,.-DEPARTJ&T FOR INSPECTION CALL 0 Permit 110. SIDE SEWER'PERMIT Ext. 2A4 Issue Date 771-,z?n? PEP -MIT MUST BE POSTED ON JOB SITE -.7124 LYNNWOOD. Ll 1. Address of ConstructionZ00-1 1-7W"I'5� 2. Property Legal Description (include all. easeme4DTj3Vr7 A!!!Il I rILIC; - 3. Single Family Residence Multi -Family No. of Units Commercial 4. Owner and/or Builder 5. Contractor & License No. Jac 4_� fFT2) 6. Invasion into City Right -of -Way: No �X_ Yes (If Yes Right-of- way Construction Permit Required - Call Dial Dig (AWNW) before excavation). 1-800-424-SSSS 7. Cross other private property: Yes No )(I Easement required - attach legal description and county easement number. READ THE FOLLOWT�.NG AND SIGN: a. 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. b. The side sewer contractor assumes full reponsibility for each installation for one year. C. Commercial establishment requires a minimum of a six inch (6") side sewer line. d. Side sewers may not be installed closer than thirty inches (30") to any structure. 0 e. Side sewer lines must be laid at a minimum grade, of 2% (1.15 and maximum grade of 100% (450). 0 f. No turn in side s8wer greater than 45 (1/8!bend) is 0 allowed between cleanout. All 90 turns must be constructed of a 45 (1/8 bend) and wye with removable cap. g. No down spouts, footing drains or floor drains can be connected to side sewer system. h. Pea gravel is required for bedding when installing sewer lines through other than granular soil. i. Cleanouts are required at 30"-60" from each plumbing exit line and at minimum intervals of 100' along sewer 'line run. j. 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. k. Side sewer must be left uncovered until inspected and approved by the City. 1. Inspect on during normal working hjours onl Two 124/)),working d days notice/reqt1re DATE: I certify that'I--Jhave read and shall comply With the above PERMIT FEE: ,30.0 0 DISAPPROVED BY: Date: N - r ,-,h6(rC7C_ B Date: CONNECTION FE.E: P4:=) APPROVED By: Date: 0 /NSP 13M ZI;bv UAMD PERMIT MUST BE POSTED ON JOB SITE NOTICE: No warranty of accuracy. The information shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of Edmonds does not warrant the accuracy of anything set forth on these map(s). Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City , of Edmonds nor its employees or officers shall be liable for the information given on map(s), nor for any one representation provided based upon said map(s). Side Sewer Drawina The City of Edmonds EASEMENT NO . ........... .............. . .. ............ NEW CONSTRUCTION 20 REPAIRS F LID NO . .................. ASMT. NO . .............. .................... I Z .. OWNER J -T-0.tA.-"0-MQS ------ CONTRACTOR ------------------------------------------------------------------------------------ PERMIT NO. .71-4 JOB ADDRESS70P.5 ......... ............... LEGAL DESCRIPTION: LOT NO. -2 .............................. BLOCK NO. - -- --- - -- ELY�VvVOC)D UNE ................. ------------------------------------------------------ I Al 74.� YSMA�h,D PWW-0001-1 1175 (REV.1 1/78) NAMEOF ADDITION ---------------------------------------------------------------------------------------------------------------------- 7005 174 `4 K 0 RT A-S, - — ;�N- CxtsTsmG 4!* dft T,* ;;; Approved: - ---- -- ----------- DATE.- 4 ......... By -4 . ..... - - ------ /NSP 133 IROAJ 9;c&V0-- 0 The City of Edmonds Water Service Drawing EASEMENT NO . ............................................ NEW CONSTRUCTION REPAIRS Ed LID NO . .................. . ASMT. NO OWNER .... S-r E-N- ... JAIIX . ....................................... ..... CONTRACTOR ...... OWN!��k� ........................................................ PERMIT NO. 5,5Q!2nQ.4 '7(0() ET JOB ADDRESS .. ........ ................. 7714 1.7.4� ... ............... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . .................................... PWW-0001-11175 (REV.11/78) .................................................................................. ............................................................................... NAMEOF ADDITION ........................................................................................................................ is Approved: DATE VA,� ... 5,J555 ..... By -------------------- 11 I — 4 c. 1 SW3 April 2,2008 74!9�-,17LIf4 5T-,5,lj STREET FILE CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 FAX (425) 771-0221 Website: wwwdedmondsma.us DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering MEMO TO: Edmonds School District Edmonds Fire Department Verizon Northwest Edmonds Police Department SNOCOM Police and Fire Dispatch Edmonds Utility Billing SNOPAC Edmonds Public Works Snohomish County E911 U.S. Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County P.U.D. Puget Sound Energy Edmonds Building/Street File Edmonds Address Files Lynnwood Disposal Comcast Cable Waste Management Northwest GARY HAAKENSON MAYOR Please be advised that the attached addresses have been added to the Edmonds address system: Existing addresses of 7027 and 7005 - 17411, St SW will remain and have been short - platted. Occupancy: R3 Tax ID Number: 00513100013806, and 00513100013812 Plat File: SP-2006-0144- Lot #'s Lots 1, 2 (address to remain 7027) Lot 3 and Lot 4 (address to remain 7005). New Addresses: Lot 1 - 7029 1741h St SW and Lot 3 - 7003 - 1741h St SW. If you have any questions regarding this letter, please contact me at 425-771-0220 or Unibaugh@ci..edmonds.wa.u.s. Please contact me if you wish to be removed from this list. Re*s;pecll c T r S h sa a Oghet3 Permit Coordinator Edmonds Building Department LVI-emp\DST'sWaster Letters\New Address4/2/2008 Incorporated August 11, 1890 Sister City - Hekinan, Jal)an :4 7605 17410 17400 7600 .. . . ........... 753D AVF—' 7530 17121 17527 17107 '112 5; 7520 A 1740, 4 75o5 43 LwJ L I L r- 7431 7430 L 7122 'f 7421 7425 7416 9 1 7415 7— 7415 7413 7400 -- . 1790a l ao�. ao2o 740S 7407 7403 7400 7 74TH 7324 7411 7393 73 51 7321 7314 74TH AVE W 73RD PL W zi 7471 17316 17304 7330 7314 7321 7 15 7312 7469 7312 3 7320 17306� 7308 7309 3 73o7 7308 73DO 7306 z 4: -73P w 7300 17324 ;j 7301 3� 1 73DO z4 7229 7232 5; 7221 Ij 1ACT4 wo u 7215 7207 'Lill, m Z4 4 72o5 Avt W cn 7203 72ND AVE.W.: 7124 7127 7120 7121 1112 1113 7115 7104 7108 7031 7024 7107 7108 7107 7106 7104 7032 7027 7022 7016 7033 "of AvF 7025 7026 7.19 7018 7025 PLV4- 7018 7017 We 7023 701 7011 7006 2 70TH PL W 7011 7003 6926' IV 915 l"02 7632 17628 6924 030 6920, E :3 S 69oo 6912 1 61, w 17808 'LO —49 69TH AVE W 1��"O 17701 17631 17627 THPLIN 6914 7727 6912 solo 17729 7611 6110 m 69TH AVE W 6831 69 6 6900 7 64123 7621 682s 6970 6815 6a28 6830 A 69 0 -- Of J. Ji t"mmlv-m 9 LYMPIC,VIEW t) zi 68TH AVE W 17320 / \ . / A — e7 5 6726 68TH EW, 6.2. 17520 cn 7518 2! 17510 7805 17410 11400 600 7530 '7121 17527 M07 7520 �R �7120 '75,0 ,.O= 171 7 7505 7508 1740, "SL 7430$ L 4 -0 4 7.22 r:721 7425 L 7415 W15, 7400 17908 7407 7403 7400 7411 7393 7397 74TH NO- g 7324 7321 7471 74TH AVE IN a 73AD PL W 17316 17304 731. 7314 7321 19 7312 7315 13 7469 17320 17306 7311 7308 —1--�z, 73, 1 K)L z T—, 13119 1317 7300 7300 7300 17324 .306 7301 .1 171 CI) 7229 7232 it 7215 u ;3 — I S 7207 Ile, 7205 - 21 7 7 03 .72ND AVE vv 7127 7120 17508 7108 7104 7103 7024 cl 7032 70 a 7021 7022 7025 7 7026 AVP 7011 7027 PL 7025 7023 7017 7009 70TH PL 0 �'009 11 c? 7005 0926 18030 6920 17710 17706 17702 J�JM- 17 8920 6900 �702 PLIN L 9 HPLW Boll 6914 177 7 17701 17631 1111.21 6.1. --41 6912 solo 17729 17611 68,o 6900 6823 1773 69TH AVE W. 17821 6831 6906 6115 6815 6828 6830 esso z Z 'OLYMPjC-Vjpj�j: Z 68TH AVE W ?kTr-.7-76.87 *-7w 6820 Sw A 71732.FT7 7 1001, 9 C, r _\ 2 \. -.1 I I \ I 'Jar— - - _�_ 2".0 m BMW N M .N WW294 W j=j4u ? L45t 10' 1-i - .146.09 :I_ 044*4 f r 10 70o.5 0' W Of W1 LINE OF TRACt I JB 40 - -N Amwa w flAwl flmsoo JV _'10 4dt ael 7� CD cn 00— WW29' W (M) TO M6,43, w W at 400 3 VACATED 1741H STREET S.w. 10 DO, NOOMMY or 2a00 NO. 810jl()0160) AW OF MkCF 138 N WNW 0 SMO LAVE OF M4CT 138 4W w dmoo, )lk 7-7 ge. F, T R A C T 1 4 3 fge 74rNS rx i' olmv; A I n-mo PLA TE SURFACE A"UMEW /16-07 \ a T_ _:_IK-_ —360, 100' ?02,;' 7 NE COAVER tv MACT 138 N aro7w, w (M) 10.01, 10. 00 ?L] E4ST Lkw or M4CT 138 7 R A C T mb�W T R A C T CA FILE NO. V cf Z, Critical Areas Checklist -------------------------------------------------------------- Site Information (soils/topography/hydrology/vegetation) I . Site Address/Location: 70o!T I?Wil 2. Property Tax Account Number: 5131 o 0 13 1? i 3. Approximate Site Size (acres or square feet): . 85 a C_ ce- 4. Is this site currently developed? yes; no. If yes; how is site developed? 'Sms CQ_ re. 5 i c� 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 I 0-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: Approx. 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 3 Z:) � 7',.> _; meadow shrubs mixed 3'0 urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: Uo � 3RU UUb1g11dLUU on ine. tnvironmentally �iensitive Areas.Map'! _,4Q,%? J& _114 AYCPi,) A DETERMINATION :UDVI Reviewed by: ^ca_chk.doc: Re� 10/03/97 .4 N__j 'h.%Vf_C- clvt�rned -6 ?rme,(\ C-e— 6(� CONDITIONAL WAIVER 7-7 D e ttzcew or-, IVII/CG 001, CITY OF EDMONDS CRITICAL AREAS RECONNAISSANCE REPORT Site Location: 7005 — 174 th St. SW Tax Acct. Number: 51310001381202 Determination: Study Required Determination #: CRA-1999-0298 Applicant: Steven Miles Owner: Steven Miles NOTE: THE ORIGINAL RECONNAISSANCE CONDUCTED FOR THIS PROPERTY ON NOVEMBER 16,1999 DETERMINED THAT THE PROPERTY DID NOT CONTAIN ANY CRITICAL AREAS AND A "WAIVER" FROM THE REQUIREMENT TO CONDUCT A STUDY WAS ISSUED. HOWEVER, SINCE THE TIME OF THE ORIGINAL RECONNAISSANCE, IT WAS DETERMINED THAT THE PROPERTY CONTAINS AND IS ADJACENT TO SLOPES THAT ARE STEEP ENOUGH TO BE CONSIDERED LANDSLIDE HAZARD AREAS. THEREFORE, THE ORIGINAL RECONNAISSANCE HAS BEEN CHANGED, AND THE CURRENT CRITICAL AREAS DETERMINATION FOR THE PROPERTY IS "STUDY REQUIRED" DUE TO THE PRESENCE OF LANDSLIDE HAZARD AND EROSION HAZARD AREAS. CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED During review and inspection of the subject site, it was found that the site may either contain or be adjacent to critical areas, including Landslide Hazard and Erosion Hazard Areas, pursuant to Chapters 23.40 and 23.80 of the Edmonds Community Development Code (ECDC). GENERAL CRITICAL AREAS REPORT REQUIREMENTS Critical Areas Reports identify, classify, and delineate any areas on or adjacent to the subject property that may qualify as critical areas. They also assess these areas and identify any potential impacts resulting from your specific development proposal. If a specific development proposal results in an alteration to a critical area, the critical areas report will also contain a mitigation plan. You have the option of completing the portion of the study that classifies and delineates the critical areas and waiting until you have a specific development proposal to complete the study. You may also choose to submit the entire study with your specific development application. Please review the minimum report requirements for all types of Critical Areas that are listed in ECDC 23.40.090.D. There are additional report requirements for different types of critical areas (see below). Note that it is important for the report to be prepared by a qualified professional as defined in the ordinance. There are options on how to complete a critical areas study, and there is an approved list of consultants that you may choose from. You may contact the Planning Division for more information. General Mitigation Requirements for all Critical Areas are discussed in ECDC 23.40.110 through 23.40.140. STUDY REQUIREMENT — LANDSLIDE HAZARD AREA It appears that this property contains or is adjacent to a Landslide Hazard Area. A Landslide Hazard Area is any area with a slope of forty percent (40%) or steeper and with a vertical relief of ten (10) or more feet (except areas composed of consolidated bedrock). 0 Landslide Hazard Areas are further defined and illustrated in ECDC 23.80.020.B. In addition to the general requirements for Critical Areas reports referenced above, specific Critical Area report requirements for Landslide Hazard Areas are provided in ECDC 23.80.050. DEVELOPMENT PROPOSALS ASSOCIATED WITH LANDSLIDE HAZARD AREAS Development is restricted within a Landslide Hazard Area and its buffer. • Projects that will intrude into these areas will require a report by a licensed Geotechnical Engineer. • The criteria that are applied depend on the amount that the buffer is reduced. • The buffer can be reduced to a minimum of ten (10) feet (with an additional 15' building setback per ECDC 23.40.280) if a report is prepared that meets the standards listed in ECDC 23.80.050. The alteration must also meet the requirements listed in ECDC 23.80.060. • In addition, proposals to reduce the buffer to less than ten (10) feet must comply with the design standards listed in ECDC 23.80.070.A.3. STUDY REQUIREMENT — EROSION HAZARD AREA It appears that this property contains or is adjacent to an Erosion Hazard Area. Erosion Hazard Areas include: • Those areas with Alderwood and Everett series soils on slopes of 15 percent or greater. • Any area with slopes of 15 percent or greater and impermeable soils interbedded with granular soils and springs or ground water seepage. • Areas with significant visible evidence of ground water seepage, and which also include existing landslide deposits regardless of slope. DEVELOPMENT PROPOSALS ASSOCIATED WITH EROSION HAZARD AREAS Development within an Erosion Hazard Area must meet additional criteria. • For erosion hazard areas with suitable slope stability, the only critical area study needed is an erosion and sediment control plan prepared in compliance with the requirements set forth in Chapter 18.30 ECDC as part of the construction documents. This option is at the director's discretion, per Edmonds Community Development Code section 20.80.050.G. • In areas where the slope stability is not suitable, projects within Erosion Hazard Areas will require a report by a licensed Geotechnical Engineer or other qualified professional. Note that it is important for the report to be prepared by a qualified professional as defined in the ordinance. • Report requirements are given in ECDC 23.80.050, and more generally in ECDC 23.40.090.D. • Development standards are given in ECDC 23.80.060 and 23.80.070. ALLOWED ACTIVITIES Certain activities are allowed in or near critical area buffers as specified in ECDC 23.40.20. If you have any questions about whether your proposed development qualifies as an allowed activity, please contact a Planner for more information. 2 M EXEMPT DEVELOPMENT PROPOSALS Certain development proposals may be exempt from Critical Areas Requirements (ECDC 23.40.230). If you think that a specific development proposal may be exempt, contact a Planner forimore information. NOTE: Cited sections of the Edmonds Community Development Code (ECDC) can be found on the City of Edmonds website at www.ci.edmonds.wa.us. A,501 Jtl I 0 3 '51 J:-��4f T'-r- IN D7 3 P-j 03 T: ....... ... "0 Al. 41 663300 0 1 Dor— C3� 66 030 he City of Edmonds Water Service Drawing EASEMENT NO . ............... ............................ NEW CONSTRUCTION REPAIRS 091, LID NO . .................. . ASMT. NO . .................. PERMIT NO. '�SQ�no.4 CONTRACTOR...... OW ... '�A!�� (;� ........................................................ WNER.... ............................................. -700S ...................................... BLOCK NO . .................. ................ )B ADDREQ4Q ...... .5T-f�� . ................... LEGAL DESCRIPTION: LOT NO. .. .................... P. I .............................................................................................. NAME OF ADDITION -.: .......................................... ........................................................................... Approved: / The City of Edmonds a saw Side Sewer Dramimij REETFlLt: NEW CONSTRUCTION REPAIRS [:1 LID NO . .................. .. . OWNER tj-.-;-,T-o.PA .... lAans�,�t .............. ----- CONTRACTOR ....................................... ............................................ PERMIT NO. JOB ADDRESS70P.5 ......... 1.747 ................ LEGAL DESCRIPTION: LOT No. —2 ............. ................ BLOCK NO . .... ....... .. ..... ....................... .............................. I Slual ...................................................... NAMEOF ADDITION ..................................... ................................................................................. RT ;I*p yescm D To "A's-2-8 Approved: "--) A -- — j row- L - CITY OF EDMONDS 7110 - 210TH ST. SW - EDMONDS, WA 98026 - (206) 771-0235 - FAX (206) 744-6047 4 COMMUNITY SERVICES DEPARTMENT - PUBLIC'WORKS DIVISION -*-411111100' (Z5 890 - I () C� Junel,1995 Debbie Miles 7005 - 174th Ave. W. Edmonds, WA 98026 Dear Resident: LAURA M. HALL MAYOR This is to inform you that a second leak credit has been issued to your account for the billing period of February 23 through April 21, 1995 Should you have any additional questions after you receive your new billing, please contact Ilene Larson, Utility Billing Clerk, at 771-0242. , Sincerely, Z4&,g Ron Holland Water/Sewer Supervisor RH/Ik cc: Ilene Larson. Utility Billing Clerk wordata\water\#318425 e Incorporated Auigust 11, 1890 Sister Cities International — Hekinan, Japan 00 so CITY OF EDMONDS 7110 - 210TH ST. SW - EDMONDS, WA 98026 - (206) 771-0235 - FAX (206) 744-6047 COMMUNITY SERVICES DEPARTMENT - PUBLIC WORKS DIVISION , 8 9 0 . 19 9 - May 17,1995 Debbie Miles 7005 - 174th St. SW Edmonds, WA 98026 Dear Resident: LAURA M. HALL MAYOR I have reviewed your account and will allow a credit to your account for the last billing period only in accordance with our City policy. The policy states that the customer will be billed at the retail rate based upon the average water consumption for the same period during the previous year. In addition, the excess water lost from the leak will be billed to customer at the City's wholesale rate with a 15% surcharge added for administrative cost. Only one leak credit will be granted in any three year period. Should you have any additional questions after you receive your new billing, please contact Ilene Larson, Utility Billing Clerk, at 771-0241. Sincerely, Ron Holland Water/Sewer Supervisor RH/lk cc: Ilene Larson Utility Billing Clerk wordata4aterVeakcred Incorporated August 11, 1890 Sister Cities International — Hekinan, Japan May 12, 1995 Mr. Ron Holland 501 Bell ST. Edmonds, WA 98020 Fax number: 744-6057 Dear Mr. Holland, RECEIVED NA Y 16 1995 PUBLIC woa�s DePI After receiving a letter from you last week, informing us of a water 1pk at our home, we found out that we had a water main break.. We replaced the main and had the permit signed off on Friday May 5, 1995. I called the Water Department to ask when our consumption ofwater had increased, and I was informed that it was June 1994. 1 don't know how the increase in consumption was overlooked at that time by either ourselves or the Water Department. Imust of assumed that the increase in our bill was due to summer surcharge. At this time I am asking for credit to our water bill account. I have.short paid my last bill because of the expense to replace the water main,. I am unable to pay the full amount. I appreciate your attention in this matter and hope to hear from you soon. Sincerely, (D (S - a"C�V- r Debbie Miles 7005 174th St. SW Edmonds, WA 98026 VY 745-4806 Acct. # 318425 CITY OF EDMONDS STRERFILF . ASSET INFORMATION SHEET NEW ADDITION RETIREMENT ASSET NO. 00 ADDITION TO ASSET NO. DESCRIPTION "77-o� et—�—illl A./ f, LOCATION "PURCHASE ORDER NO. - PURCHASE ORDER DATE COST SERIAL NO. DEPT 0 *PROJECT NUMBER kjt1--j-4 49 PROJECT COMPLETION DATE COST 4 B.A.R.S. ACCOUNT NO. 0 C), 6,4 ESTIMATED LIFE INITIATED BY DATE APPROVED BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY Eg/DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT 0 G.L. ENTRY REFERENCE DATE 4441) VERIFIED BY PROCESSED BATCH NO. INITIAL bl-p) DEPARTMENT FILE m M��M . ........ SEP I CA'rr�4 5,51H, - I T--%o (o 1. _U� L� Tjtrp4CW 6,qQW �A I U 0 T,,"cw --------- — rRwNct4 rW u N or ?wIkF PtPT CAJP -"LOW LF GS SYSTEM CROSS—SECTION 8T5__ i, rF �C_H COVER GPA,VEL DI A-M pFqp PIPE L 0 TRENCH CROSS—SECTION TS :IPT R-AP4 v I ,a w ,o u DcsIGtA PLAN 56t-5. �i . DE5j(,14 Dp,�vp ,w pt� 5 T_ 01 PUBLIC WRKS rEPAR!MMU 4kKLIST BUILDING PERMIT REVMJ Zoe- 174#sr-- 1 91) /,,If (address) (datey Street Right -of -Way Exist Z 1 �Ccess Easements Existing, #-4 pe Utility Easement Existing_L,��'/: REQD 94 Lot Per Subdivisim C-Z, 4Y Plat Assessor Map L Site Plan Checked for Accura, r)k /.-)C-1 Z Underground Wiring Reqd. Check Accuracy f Legal Description Z Review by_ Date Existing Water Main Size Water Main Required A11,4 Service Line Required AN Hydrant Size Existing_ Hydrant Reqd Per Fire Code Size Detector Check Meter Reqd. Cross Connection Inspection Fire Departnmt Comnents 'dater Meter Char Reqd. Review by Date — Septic Tank Design Approved Date Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availability c��41 A, Proj,. Drawing No. Fii� No. Side Sewer Availability Sanitary SewerConnection Fee Reqd. :t Review by_ Date. Opm Ditch Existing, Reqd. Culvert Reqd. 4 / -I'Pk! 9- 0 Size ad Catch Basin Reqd. t z Indicate on Site Plan '0, Shoulder drainage maintain coll ection on swale open runoff Manhole reqd. Indicate an Site Plan Soil Condition�,,,and ound ater Field Checked Raview by Date Revised: lvlO-1977 DATE: M'EMO TO: Building Division Planning Department FROM: Engineering Division Publ ic Works Department SUBJECT: 1174 ro. �After review of the subject Building; Permit application, we have the following comments: Connection to City water system 'required. Connection to City sanitary sewer:system required. 3. —Right-of-way permit required for any work on City property. 4. —Driveway slope not to exceed 14% 5. —Backwater valve'required if downstairs plumbing is below elevation of upstream manhole. 6. _14ater and sewer lines to be scRarated by 10 foot minimum. 7. Builder/Owner responsible for containing all temporary runoff and erosigln on site and m y not impact neighboring prop�Lrties in a !ny-.wa y. 61AL ftw a BD 6/82 GEA Pow. LO'Vr 11-sa�xierr�iand'& U ,.t C. —�e�S �,,yvr, S-�DM.!el.�p-ent Consultants - Planners S Engineers - August 26, 1981 File No. 80-654 Storm Drainage Calculations ior* John M. Taylor Short Subdivision S-21-81 Lot 2 2,200 s.f V Impervious. -Surface: Roofs Paving 2,800 s-f- 5,000 s.f. Percolation Rate: minutes per inch (field observation) 50: 8) Design Rate: '��minutes per inch Lineal feet of trench required as per King Co. chart attached: 52 feet (see trench detail) (104 sq. ft. bottom area Install 1 36 inch wide lateral 35 feet in length NOTE: 1. Maintenance of the system to be by the property owner. 2. All work subject to inspection by the engineer. 3. Call for pre-backfill inspection. 4. Driveway drainage to be directed to the infiltration trench. approved by the City engineer. Location of the trench to be CA 'if WAS//, h Ilk oo 'P, 92 "S "P oil -775-1593 -0/0NAL tv/11, EDMONDS, WASH. 98020 PHONE 23106 - 100TH W. I 10 '01 S E P 1 1983 DRAmc,,e C CH fiA5jM: T-xo (o k !b 3 N cov4ra ............................ uwc LC.VrL PC OL F P,ry (.Low� LErss SYSTEM CROSS-SECTION . . . ... ........... ................... ... C OV E R 31, (:;PAVEL DIAm PERF pi 2:". PC: L 2z" 0, 'R'_NCti CROSS-SECTION VOL ,�tvT R.4A Ttiall w 0 u PL_ Fi fA 06. /4-0.,q& DoIGN PLAN 5FLC5. DE�q(,N Dp pt q o o 5 Titch' U4 50 rp-EtAcd DZA)A, zqoo 7