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18403 HOMEVIEW DR.PDFIIIIIIIIIIIIII 11770 18403 HOMEVIEW DR Aa CITY OF 'EDMONDS 121 5th AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 fax (425) 771-.0221 www.edmondswa.gov DEVELOPMENT SERVICES DEPARTMENT, February 3, 2015 MEMO TO: Edmonds School District Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 U.S. Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County P.U.D. Puget Sound Energy RE: Address Correction DAVE EARLING MAYOR STREET FILE Fire District I Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Lynnwood Disposal Comcast Cable Waste Management Northwest Allied Waste Please be advised thafthe following site address has been corrected: 18403 Homeview Drive corrected to: 18401 Homeview Dr. Some maps and departments may already show the correct address but there were inconsistencies. Thank you, V5" Linda Thomquist Senior Permit Coordinator City of Edmonds 425-771-0220 Incorporated August 11, 1890 Sister City - Hekinan, Japan Page 1 of 3 Snohomishftlline Government Information & Services CountY4* Washingftn Property Account Summary Parcel Number 100477600006301' 1 Property Address r 118403jiOMEVIEW DR, EDMONDS, WA 98026-5539 Parties - For changes use 'Other Property Da a' menu . Role PercenflName IMailing Address Taxpayer LLL�1LOOLBELT MARLENE F 118401 HOMEVIEW DR, EDMONDS, WA 98026 Owner 1001 BELT MARLENE F 118401 HOMEVIEW DR, EDMONDS, WA 98026 General Information Property Description HOMEVIEW ADD NO 2 BLK 000 D-01 LOTS 63 & 64 EXC E 178.62FT THOFAKA PAR "C" SNO CO SP S-9-68 REC AF NO. 8701290468 Property Category Land and Improvements Status Active, Locally Assessed Tax Code Area 00220 Property Characteristics Use Code 1111 Single Family Residence - Detached Unit of Measure jAcre(s) Size (gross) 10.29 No Values Found Installments Paya le Tax Year Installment Due Date Principal Int rest, Penalties and Costs Total Due Cumulative Due elect to Pay 2015 1 04/30/2015 2,895.971 0.00 2,895.97 2,895.97 2015 2 10/31/2015 2,895.981 0.00 2,895.98 5,791.95 0 Statement of Payable/Paid For Tax Year: [2015 Distribution of Current Taxes District Rate Amount CITY OF EDMONDS 1.97 .1,061.52 EDMONDS SCHOOL DISTRICT NO 15 4.93 2,656.50 PUB HOSP #2 0.10 52.44 SNO-ISLE INTERCOUNTY RURAL LIBRARY 0.47 252.02 SNOHOMISH COUNTY-CNT 1.00 537.57 STATE 2.28 1,226.89 SNOHOMISH CONSERVATION DISTRICT 5.01 TOTALS 10.75 5,791.95 I ue Type https://www.snoco.org/proptax/(oqmudtmOdputd453lqOgy45)/result.aspx 2/3/2015 LLI 1782S 7330 17900 -Z, 17909 17906 7012 < SN9 17907 17901 LL) > -1924 7320 17916 17915 17912 < 17921 7107 -71 OF 7023 70 17908 17907 17910 732S 731S 17926 M: 11): 914 17922 17924 180TH ST SW 17930 IE 1800 180TH ST S�v 007 18020 sail is 14 7104 7024 7028 M26 18013 18012 ; 111024 laoI5 18020 18017 ow — '6�3. 18023 Ile A 18026 18032 Isiol 18026 18027 111026 18027 18020 aj ST PL SW — 18102 18032 18103 18035 18032 Ilos 18111 1810S N1504, 18 02 islos 18107 8 0 (L 18107 18115 b lalle 18109 11 710 u I FE I & lails 8, 1 4, =1.125 �11 7211 181 ST PL SIN 18128 IBM;�STSI 18201 18126 8204 18207 R208 7015 1826 182 1 ; . 18216 1Z, 1—. 18209!- 18214 16220 18212 18219 uwj 18212 L>U 182N L SIN A 1821, in 18220 0� I 8226 A z 18225�: my CY 18301 7418 18 18303 7101 183M 22 1631 8309 8305 18 75w 12 18,16 ADDRESS CORRECTION: 18317 1 0 ;jg > 18325, 11132E 18 < 7SW INCORRECT 18403 HOMEVIEW DR. 8= 7605 18323 8328 18402 18330 4TH PL SIN, 18325 1UO2 CORRECT. 18401 HOMEVIEW DR. 7607 ,18405,1 18410 Iwo 840 1 a 18417 18420 841 1 16 1843 A 184 15424 18427 18428 T. 0 1 85TH ST SIN '8501; 8423 18430 18502 4,b issoa 18505 185041 nitympi 18507-- 18504 18516 18 1r, 18509 18508 aSIt 4432 lasio 18509 1135 18520 185TH PL SIN 1.13 18514 1850 23 w 1851 7512�. lasle 18600 > - 18521 18601 18524 18525 iss 18519 18520 < 14 18512 lee 4 18527 .18528 18529 a 18S29 Ia. t 1860,�. 18606 18520 18601 18602 18603 18604 18603', 18602 7230 18812 I-60a 18530 P er 18610 -3: 18611 18610 18607 18608' 18609, % St�tion 18616 18615 18606 > <18617 Isola 18618 < 18615 18818 1. < 7 18620 18622 '86- 1 �62 . 1 18624 18625 ,2 18614� 18624 18625 '.18030 18624 18625� I , 18624 18626 4 18630 18627 1862 18700 a 18628 ............ a lee 86 0 1 18632 1863, 1870 18700 18TrH PL S 18712 187 Lynn�vo Fire St ' R Ly Ark mndtile p" 1 9 7123 7115 710 7101 2 'BOB 78 69311"16, z 1 — — ",21 691 .909 6901 681 6811 v 18823 188TH PL SIN 18829 Ni 18904 407 356 <-& 358 307 CITY OF EDMONDS 121 5TH AVENUE NORTH . EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 k� � DEVELOPMENT SERVICES DEPARTMENT 14-4=0w� 9 Z Planning - Building - Engineering . C. -19 February 26, 2001 Robert Lodwig Lodwig Homes, Inc. 1h 13405 67, Ave W Edmonds, WA 98026 GARY HAAKENSON MAYOR SUBJECT: NOTICE OF CORRECTION Undeveloped Lot on Homeview Drive, north of Olympic View Drive ,9-4o3 Dear Mr. Lodwig, It has been brought to the attention of the Engineering Division that the vegetation on this site has recently been removed and to this date there are no erosion control measures in place. Please refer to the attached copy of ECDC 18.30.050 for erosion and sedimentation control requirements. A copy of the City Standards for erosion control has also been included. Please note that a clear zone of at least 3 feet is to remain around the fire hydrant at all times. Please make the necessary amendments to your site within 5 days to bring it into compliance with City Code and Standards. Once complete, you are to schedule an inspection with the Engineering Division at 425-771-0220, Ext. 1326. Additional site work is not to continue until the City has an approved set of plans. Should you have any questions regarding this correction, please contact me at 425-771-0220, ext. 1338. Thank you. Sincerely, JEANIE MCCONNELL CIP Specialist JM/crnc Enclosure D:\My D�.uiiienLi\Engi�.\DEVELOP\"wigCorrW"tf�fforporated August 11, 1890 C-4— 0.". tj — 1,;— — — T--,— Edmonds Community Development Code 18.30.0501�"��`-- 18.30.030 Applicability. A. Abrogation and Greater Restrictions. When any provision of any other chapter of the Edmonds Community Development Code conflicts with this chapter, that which provides greater environmental protection shall apply. B. Governed Activities. Consistent with the minimum requirements contained inthis chap- ter, the city of Edmonds shall approve or dis- approve new development and redevelopment activities. [Ord. 3013 § 1, 1995). 18.30.040 General requirements for development. A. Illicit Discharges. Elicit discharges to storm drainage systems are prohibited. B. Required Plans and Permitting. 1. Governed activities shall be con- ducted only after the city approves a storm water site plan, which includes one or both of the following: a. Erosion and sediment control (ESC) plan; and/or b. Storm water quality control (SQC) elements. 2. No approval to conduct any regulated activity shall be granted until required plans have- been approved pursuant to the criteria adopted in this chapter. [Ord. 3013� § 1, 1995]. 18.30.050 Development approval standards for erosion and sedimentation control (ESC) plan. A. ESC Minimum Requirements. All activ- ities necessitating a clearing or grading permit and all utility projects consisting of more than 500 lineal feet of trench excavation shall be required to control erosion and sediment dur- ing construction and to permanently stabilize exposed soil resulting from construction. Projects involving a critical area may also be required to comply with any combination of the ESC minimum requirements. Compliance will be demonstrated through the implementa- tion of an.approved ESC plan. Guidelines for preparing ESC plans are provided in the rnan- ual. The plan must address the following��r requirements: 1. ESC Minimum Requirement — Con- struction Access Route. Construction vehicle access shall be, whenever practical, limited to one route. Access points shall be stabilized with quarry spalls or crushed rock to minimize the tracking of sediment onto public roads. If sediment is transported onto a road surface, the�. roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads by shoveling or sweeping �and be trans- ported,to a controlled sediment disposal area within 24 hours. Street washing shall be allowed only after sediment is removed in this manner. 2. ESC Minimum Requirement — Stabi- lization of Exposed Areas. All soils exposed by land disturbing activities shall be stabilized by suitable application of BMPs, including, but not limited to, sod, hydroseeding, or other vegetation, plastic covering, or mulching. All BMPs shall be selected, designed, and main- tained in accordance with, the manual.. The exposed soil's shall -be stabilized according to an approved timetable., (Ty�ically, no soils shall remain,exposed for more than two days from October I through April. 30 and no more than seven days from May 1 through Septem- ber 30). 3. ESC Minimum Requirement — Pro- tection of Adjacent Properties. -Adjacent prop- erties shall be protected from sediment deposition by appropriate use of vegetative buffer strips, sediment barriers or filters, dikes Or'mulching., or -by a combination of these measures and other appropriate BMPs. 4. ESC Minimum Requirement — Main- tenance. All I erosion and sediment control BMPs shall be regularly inspected and main- tained by the -owner to ensure continued per- formance of their intended function. All maintenance and repair shall be conducted in accordance with the manual. 5. ESC Minimum Requirement — Other BMPs. As required by the city, other appropri- 18-15 18.30.050 ate BMPs to mitigate the effects of increased runoff shall be applied. 6. Erosion and Sediment Control Requirement — Underground Utility Construc- tion. The construction of underground utility lines shall specifically address the following: a. Erosion control for excavated and stockpiled materials; b. The placement of excavated mate- rial where consistent with safety and space considerations shall be placed on the uphill side of trenches; c. Trench dewatering systems (must discharge into sediment traps, sediment ponds, or other acceptable means); d. Tracking and spilling of materials on streets due to hauling; e. Daily cleanup and street mainte- nance. 7. Additional ESC Minimum Require- ments for Larger Developments. All new development and redevelopment that includes land disturbing activities of greater than, or equal to, one acre in addition to meeting the minimum requirements set forth above shall comply with ESC requirements listed.below. 8. ESC Minimum Requirement — Delin- eate Clearing and Easement Limits. In the field, mark clearing limits and/or any ease- ments, setbacks, sensitive/critical areas and the buffers, trees and drainage courses. 9. ESC Minimum Requirement — Sedi- ment Trapping. Prior to leaving the site, storm —water runoff shall pass through a sediment pond or sediment trap, or other appropriate BMPs. Sediment ponds and traps, perimeter dikes, sediment barriers, and other BMPs intended to trap sediment on -site shall be con- structed as a first step in grading. These BMPs shall be functional before land disturbing activ- ities take place. Earthen structures, such as dams, dikes, and diversions shall be seeded and mulched according to an approved timetable. 10. ESC Minimum Requirement — Cut and Fill Slopes. Cut and fill slopes shall be designed and const * ructed in a manner that will minimize erosion. In addition, slopes shall be stabilized in accordance with ESC Require- ment No. 2. 11. ESC Minimum Requirement — Con- trolling Off -Site Erosion. Properties and water ways downstream from development sites shall be protected from erosion due to increases in the volume, velocity, and peak flow rate. of storm water runoff from the project site. 12. ESC Minimum Requirement — Sta- bilization of Temporary Conveyance Channels and Outlets. All temporary on -site conveyance channels shall be designed, constructed and stabilized to prevent erosion from the expected velocity of flow from a two-year, 24-hour fre- quency storm for the developed condition. Sta- bilization adequate to prevent erosion of outlets, adjacent stream banks, slopes and downstream reaches shall be provided at the outlets of all conveyance systems. 13. ESC Minimum Requirement — Storm Drain Inlet Protection. All storm drain inlets made operable during construction shall be protected so that storm water runoff shall not enter the conveyance system without first being filtered or otherwise treated to remove sediment. 14. ESC Requirement — Removal of Temporary BMPs. All temporary erosion and sediment control BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal shall be perma- nently stabilized. 15. Erosion and Sediment Control Requirement — Dewatering Construction Sites. Dewatering systems shall discharge into a sed- iment trap or sediment pond. 16. Erosion and Sediment Control Requirement — Control of Pollutants other than Sediment on Construction Sites. All pollutants other than sediment that occur on site during construction shall be handled and disposed of in a manneithat does not cause contamination of storm water. 18-16 Edmonds Corrimunity Development Code 18.30.060 17. Erosion and Sediment Control Requirement — Financial Liability. Perfor- mance bonding, or other appropriate financial instruments, shall be required for all projects to ensure compliance with the approved erosion and sediment control plan. [Ord. 3013 § 1, 19951. 18.30.060 Development approval standards for storm water quality control. A. Any new development or redevelopment with more than 2,000 square feet of new imper- vious surfacing shall be required to provide storm water quality control. Compliance will be demonstrated by implementing an approved storm water site plan. Guidelines for storm water site plans are provided in the manual. The plan must address the following require- ments, in addition to ESC requirements: 1. SOC Minimum Requirement — Storm Water Detention/Stream Bank Erosion Con- trol. Storm water discharges shall control stream bank erosion and flooding of the down- stream storm system by limiting the peak rate of runoff from the site. The predevelopment condition for all cases other than open water bodies shall be considered meadows or young second growth forest. As the first priority to meet this requirement, BMPs shall utilize infil- tration to the fullest extent practicable only if site conditions are appropriate and ground water quality is protected. Due to high ground water tables in large portions of the city and a landslide complex in the Meadowdale area (where high ground water increases the slide hazard), there are few sites within the city where infiltration should be considered. Exhibit B* delineates the areas where infiltra- tion may be feasible for this requirement if the site satisfies the requirements outlined in the manual. BMPs shall be selected, designed, and maintained according to the manual. The min- imum diameter orifice size used for control shall be five -eighths of an inch. In the case of redevelopment, this requirement shall apply only to that portion of the site that is being rede- veloped. Any development or redevelopment that has less than 5,000 square feet of impervi- ous surfacing, other than a road constructed for the purpose of permitting new development, can comply with this requirement by using the guidelines outlined in the city of Edmonds' drainage systems handout (Exhibit A).** a. All development sites less than one acre that discharge directly or indirectly to a sfream shall be required to limit the peak rate of runoff to the predeveloped condition two- year, 24-hour design storm, while maintaining the predeveloped condition peak runoff rate for the I 0-year, 24-hour and I 00-year, 24-hour storms. b. All developments greater than or equal to one acre that discharge directly or indirectly to a stream shall be required to limit the peak rate of runoff to 50 percent of the pre - developed condition, two-year, 24-hour design storm, while maintaining the predeveloped condition peak runoff rate for the 10-year, 24- hour and I 00-year, 24-hour storms. c. All other developments required to comply with this requirement shall maintain the predeveloped condition peak runoff rate for the I 0-year, 24-hour and I 00-year, 24-hour design storms. d. Development of an access road, private or public streets for the purpose of per- mitting new development, shall be required to meet this minimum requirement for both the street or road and the new development it is intended for. e. Storm water detention/stream bank erosion control BMPs shall not be built within a natural vegetated buffer, except for neces- sary conveyance systems as approved by the local government. f. An adopted and implemented basin plan (minimum requirement No. 8) may be used to develop stream bank erosion control or detention requirements that are tailored to a specific basin. B. The following developments will be required to comply with storm water quality control requirements 2 through 10: 18-17 FILTER FABRIC - SECURED TO 2' X 2' 14 GA. WIRE FABRIC EQUAL 2' X 2' WOOD OR EQUIVALENT cu I"I'll-l! Fl li Rl 1 1-111 1 r Wr u PLACE 3/4'-1.5' WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE. FILTER FABRIC MATERIAL IN CONTINOUS ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. WIRE MESH SUPPORT FEUE :ZZ TO SUPPORT FILTER FAMIC. %D — — — — — — — — — — — — — — — — — — — — — — — — — cu BURY BOTTOM OF FILTER MATERIAL 8' TO 12' 6 MAX. 2' X 2' WOOD POSTS OR EQUIVALENT rp EXCAVATE TRENCH 8' DEEP xjwrRE STRAW BALES WILL ........... .... .... .. .. ''I'll le I I :1''i-i''i'll-li I , I BE PLACED AND STAKE BALES. 7 '1.11171 T .......... T fri- T 1T TWO STAKES PER BALE TO I I I MAINTAIN POSITION CONTRACTOR/ DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL. 1690-199W STRAW BALES AS REQUIRED. �-NSPECTIDN REQUIRED ON EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. RE7VISIONS STAN DAR DDETAI L I FILTER FABRIC FENCE AND STRAW BALE DAM FILTRA7`10N SYSTEMS 5/10/99 1 SCALE NTS I DWG 140- E1.1 9!;�P4 71 fY 2'-8' QUARRY SPALLS 4'-12' DEEP z --�</ PROVIDE FULL WIDTH OF INGRESS/ EGRESS AREA TEMPORARY CONSTRUCTION ENTRANCE SHALL BE MAINTAINED DURING THE CONSTRUCTION PERIOD. INSPECTION REQUIRED BEFORE OTHER WORK CAN BEGIN. la90-199"i ..C.1-TY 0. F REVISIONS I STANDARD DETAIL STABLIZED CONSTRUCTION ENTRANCE DATE 5/10/98 1 SCALE NTS I DWO NO.. E1.2