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1126 B AVE.PDF11111111111111 10205 1126 B AVE '7- ... . ........ . .... . ....... D15240 FEB*- 19 78 City of Edmonds ---Water Department TAP CARD Date............ . s�a7e ......................... No ?1.1 ........... (No.,,;. ... Meter I Size.... . 7F-/- m SA.. :Spj_W**V,4" ­­ 'i","J'i ­ **"'***' ' , ' * ­ 44 ­..��;7%'2�2Z ....... Style. k .. .... . . .... . ..... — Mf,.. No..------- . .. ***' '"" For L. Z ......... ......... ............................. --------- ................................ .................. 45 .................. Q F...:........:..._ _.......... p-.5 ......... kj .......... .......................................a.......- .................. .. . ...... . . LotNo..,_5 . ................................. Blk. No ...... . ............................ . ..... . . Add. ............................................................................. ................. . ...................... 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Screw --•-•---••-•-•---. ............... ............. ......... .............. .......... Lead Connections ................... .............. •--•-....... ......... .............. --•--•---- Curb Cocks ---------------------------- •-•--•-•-•---= ..._....... ......... ---•••---•-•-- ........... Corp. Cocks ............................ .............. ............. ......... ••-•••---•-••• .......... Unions .................................... .............. ............. .............. .......... Saddles ................................ --- .............. •----. ... ......... .............. .......... Nipples ................................. -- •---••--•---•-- ....----•-.. -----•••. ............... ...----•--•--•• ......... Bushings .................................. ---••---•----• ------.----- .......... •-•----••------ ••••.•--•- Plain Ells ................................ •----•-•---- .....••.••... .......... .............. .......... 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Hours Time —Day Men ----•--- .............. •---••-•--•-•• .............. .............. ............ ------------ ....... -... ---•-•--••-. •-•••----•-- .......... .......... --........ .......... .......... ............... .......... Hours Time —Monthly Men-- ............... --- ---- ---- -•-----•--- ------•............... Hours Time —Auto ............ ••. .............. ._.... _... .......... ............. .......•• Superintendence -------•-•••-•-•----.. .............. ---........ .......... _.....•---•-...... Total ................................. ....... -... ....... -- ROU I I Nk SL I I ADDRESS: kN I)fAL A 1)IGi'` ��[7 TELEPHONE CABLI? T.. V . �w GAS //O `C STORM SEWER OTHER 'FUTURE SERVICE INSTL: YES NO BORE..: 45D SURCHARGE: YES NO CREW DATE : 3 -2-%8 INITIAL • A-0 UNLOCK DATE: INITIAL: ACCOUNT NUMBER: METER SHOP SUPPLIER: CIVIL ENGR. DRAFTSMAN TREATMENT -,PLANT B L T SIDE -SEWER PERMIT # SUPERINTENDENT INITIAL: DATE:--7� CAP CARD METER SHEET APPLICATION, UTILITY DISPATCH BTLLINC 7 7i CITY OF EDMONDS .- SIDE SEWER PERMIT WATER -SEWER DEPARTMENT PERMIT a�o� 0 /Call 775-2525 for side sewer inspections BEFORE covering any portion of the construction.) \Inspection will be provided within 24 hours after requst. NO Sat., Sun., or holiday Inspections./ ADDRESS LOCATION OF CONSTRUCTION ............. ..1.(_.n..... ..................... ............................ _.. ......... ........................................... PROPERTY LEGAL DESCRIPTION .........................-_ 5— c 5='............. ..................................................._.........._....-_.._._............................._.............-_.........................................._................_..........----...................... _..... ........... OWNER AND/OR BUILDER .......... 1 ;i ...........<2—, -v}- I?" ....................................................... TRACTOR'S NAME & ADDRESS ......................................._..................... _................................... ........................................................ ,I�... el .... _............ 19g8, for repair and/or connection of a side sewer to the city sanitary sewer systemin accordance with City of Edmonds ordinances. ATTENTION IS CALLED TO THE FOLLOWING: NOTE No. 1—The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must be employed to construct side sewer in street area. Do not cover any portion of sewer before it has been inspected. NOTE No. 2—All work performed in city right-of-way requires an Invasion of Right -of -Way Permit obtainable from the City Engineer's office. NOTE No. 3—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. NOTE No. 4—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2%. No bends in grade sharper than % will be permitted. NOTE No. 5—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for fallure due to improper work which may develop within one year of completion. NOTE No. 6—It is unlawful to alter or do any other work than is provided for in the permit, or to do any work on the main sewer or its appurtenances except to in- sert the pipe into the wye. DISAPPROVED 0 Date ... _.../ ...................... -By ................ Date..-------•- -- . ............ .... By --------------- APPROVED C] Date... `. �,%�..,1 ..... By ..... ............................._................ Remarks: ......._._...._... .�.-----_.................................................................................................... ............................................................ _........................................................................... ----------.._......---------...... Date............... -................... .. ............... ...... BOTH Permit Copi MUST Be Signed By Owner of Firm Performing Construction PRIOR To Request For Inspection I ... W(wzner__o_f------------------------------------------------- ---- hereby certify that the side sewer installation constructed under this permit Ca cling Firm P rforming Construction) was installed in accordance with all governing ordinances of the City of Edmonds. Datedthis ............................day of ................................................................. 19......... J J Check BEFORE you dig for: Water ❑, Gas F], Telephone p, Power F], Sewer [], Other ❑ J J 11 11 � • ADDRESS: l l2L ICJ Av-&uc-.� TAX ACCOUNT/PARCEL NUMBER: Wp1q 40cq COS BUILDING PERMIT (NEW STRUCTURE):gVC04 COVENANTS (RECORDED) FOR: CRITICAL AREAS: �2� DETERMINATION: Conditional Waiver ❑ Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): lq�5i2S&r� PLANNING DATA CHECKLIST DA' SCALED PLOT PLAN DATED: SEWER LID FEE $: SHORT PLAT FILE: SIDE SEWER AS BUILT DATED: 5 *2 3 " 74 SIDE SEWER PERMIT(S) #: IPO&2Z GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METtE. Rr TAP CARD DATED: OTHER:h G` "I"(ws J IS-122 Cs;de� se, LID #: LOT: G BLOCK: 9 L:\TEMP\DSTs\Forms\Street File Checklist.doc �. ' 'r' =;t= :7 •'� r. AW BUILDING. ' D E P,A R.T M E N Applicant Fill .PERMIT APPLICATION Inside Heavy Lines NA ME•(OR NAME OF BUSINESS) � ,(., �I �7 •�%f `r M, /4 GCIN t/ /�. l•C • W MAILING ADDRESS 0 CITY 2LEPHONE NUMBER T-77S -� A H urP��'rSiv ,t� ��/L fir' u W ADORESS I U - H CITY TELEPHONE NUMBER Q •Z .� !� ZONE �% j NUMBER 78Qo54 o.RS llp- LEGAL LOT LO'r .,..A SUBDIVISION NO. YES ❑ NO. ��'22-�� EXISTING STREET R/W l0 v PT• DEFICIENCY THIS PROPERTY // 0 P'T COMP. PLAN ST. RJW CpO FT. REMARK'S a. b JO u ED STREET hriD/OR UTILITY WORK R/W PERMIT REQUIRED REO'D. &YE9 ❑ NO 10 YES. ❑ NO I I t ' j F 3 W =_ 7I Z ')' W i I I -A $ 1 i I% NAME UNDERGROUND WIRING REO'D. Is Ym3 ❑NO I r" FI{"jD BY I'•a j - 0 ADDRESS TYPE CONNECTION SANITARY SEWER VERI F v J r � CITY TEcq LEPHONE NUMBER SEPTIf SYSTEM APYV'D BY CITY 4NG.ONO PERMIT NUMBER BYES - { 0 U STATE LICENSE NUMBER CITY LICENSE NUMBER REMARKS L Legal Description of Property (Show 9e1ow or Attach Four Copies) METER SIZE BUILD NG SUPPLY SIZE �T (� r I 1 3��1• ! I I �+ p ) rJ r -� !� %1/ Jam. '• - n� !. L!(T L �i�ifl K REMARKS F < 1 t Z TI R;t Gv L ►gi O R- 7r•n1/ i o 52•M, ri:::P,1LL = SIGN AREA ENV. REVIEW ADB NO. ( �' LL E - ALLOWED PROPOSED COMPLETE EXEMPT ? TryC,y7' THr/t? '� P �l=r : ig' w .. 2 �t Cl p �I r F' /� O�•' - REMARKS t v. < 0 I I•l • 4 W ```` J �( .C�_y�(/ VARIANfE OR C PLANNING REVIEW BY �D}ATE C OTCOVER E —66 YARDS ; T - /pJ.y' yFRONT )SREA I I �'R L GAS SIDE OF CONSTRUCTION CODE HEIGHT_' • i NEW E SIDENTIAL II/I I LINE IR - 2oNE TYPE � .� +; I�NON•RL'SIDENT1.11 SIGN �ItL `1� �� '���) ��t♦M .' � ADD RrtTA111. NG �'DEMOLISM n WALL SPECIAL INSPECTOR REQUIRED AREA OCCUPAN� OCCUPANT / GROUP IAAD I 3 jj''''j) ALTER ...AVHTE FENCE OR,FILL 1_ x_FT) C YES NO PLAN CHECKED By l THIS SITE IS LOCATED IN THE CITY. 1 ( - , PRE -MOVE SWIM'' OF ,EDMONDS. LOCAL'SALES TAX SHOULD BE CODED 31:04. { - I REPAIR INSP. POOL �'•',' - NUMBER OF STORIES Ii BER OF / DWP_LLING REMARKS p R ',/(-. •L,r� �I I� �� 1 NSA} LNTi�� `�� Z ' 1 i :• 7✓ t UNITS 1 lit'�1`I` W u' NATURE OF WORK TO BE DONE �pC>"'r' CO M P i,l I kIC.B (-�t'`•-V W O t I ii • VALUATION FEC PROPOSED USE PLAN CHECK NO. _ Z t O /f? 7 L 0 r,_ �S/ C �/ , i W t f •'� y PLOT PLAN IN DICATH )•:UI LDING SE7aA CKS, ABUTTING S'rRLETS) BUILDING 3�}j t^OO I[L� V '{ L I 0 U _ PLUMBING �4� J I W m HEAT $ GAS LINE 0 t FENCE f --- 2 � SIGN D + RETAINING WALL 0 u ' SWIMMING POOL I i I he:cby acknuwkdge that : have read this appGc:Ition; that the in. TOTAL AMOUNT DUE I I formation given is cO::t'Ct; and that I am 'he owner, or the duly aulhor- Led agent of the owrva. I agree to comply with city and state laws regu• ATTENTION APPLICATTi , APPROVAL lating construction; a:ld in doing the work authorzcu thereby, no pe:son will be employed in v^:ola:ron of the Labor Code of the State of Washington THIS PERMIT This application is not a permit relati'Ig to \VulKmen's Cnmpen-.anon Insurance, AUTHORIZES until signed by the Building Official or NOTE: Permit Limit One Yaar(:xcept DEMOLITIONS and FILL ONLY THE his Deputy; and fees are paid, and PERMITS without conditional use permit, whit: shal! be completed in 90 WORK NOTED receipt is acknowledged in space pro - days; MOVED -IN BUILDINGS shall be completed in six months;) v:ded' 91GN ATURh: (OWNER OR AGENT) JDATE SIGNED INSPECTION DEPARTMENT DIRE SIC T H /z% CITY OF EDMONDS DATE NOTE: Appiicmlt Sut'jecr to PlanCitcck J'cr. 775 2525 This Permit coven work to be done. on private property ONLY, o-I - s-rl�flnn on the oublie domain (Curtis, sidewalks, driveways, ORIGINAL • File YELLOW • Inspector �►+.i LC�`•r..r -���� I'oR sFr6Acx Pi r o. WORKS ADDRESS J/a / .� � �J OWNER y,` COPY APPROVED DATE: - BLDG. OFFICIAL PERVJIT N..Uf':�1 ER ara_ 4 0 ,5 37•S-' . gym. ... iJl � STAIRS wa i 3_ MAY 1 'ANT OP y � i a I OZ M ^%.G' I i y I D � i i f _ I N 2 � • ST),EET FIDE City of Edmonds 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 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). 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 of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant is encouraged to include any other pertinent information 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 column below). Owner / Applicant: C Name Title Street Address Z , Ali j�,/U,!� City, S, te, ZIP Phone Signature j Date Applicant Representative: Name Title Street Address City, State, ZIP Phone Signature Date fritical Areas C hecklisip Site Information Project Name: f�U !UP11 Y `''' Permit Number: Site Location: //iZ E �i3 />� v'f Property Tax Account Number. CI N- d09-t;03--000J Approximate Site Size (acres or square feet):(_ Have you filled out a Critical Areas Checklist for a project on this site before? General Site Conditions /L G 1. Has the site been cleared or logged? y J!� J Date of most recent action: / i 7Y Soils / Topography 2. In the Snohomish County Soil Survey, what is the mapped soil type(s)? 17 3. 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 do site of more than 15% and less than 30% ( a vertical rise of 10 feet of horizontal distance.) Steep: grades of greater than 30% present on site. Comments Hydrology/Vegetation 4. Site contains areas of year-round standing water. �' G 5. Site contains areas of seasonal standing water: AlU Approx. Depth: 6. Site is in the floodway_ floodplain of a water course. 7. Site contains a creek or an area where water flows across the grounds surface? XSflows are year-round? _Flows are seasonal? 8. Site is primarily: forested �; meadow ;shrubs ; mixed 9. Obvious wetland is present on site: ' r 10. Wetland inventory or map indicates wetland present on site: 11. Critical Areas inventory or map indicates any Critical Area on site: i c S For City Use Only STUDY REQUIRED: Critical areas study is required. CONDITIONAL WAIVER:: Critical areas study not required if specified conditions satisfied. WAIVER: Critical areas study is not required. Determination:Numb.er:; "r? ' +;_s. Reviewer. Planner Date Rev.31. 7/9,2 . 0 . 0 City of Edmonds Critical Areas Determination Applicant: Dunphy, Kurtis Determination #: CA-92-170 Project Name: Shellabarger Creek Permit Number: F Site Location: 1126 B Ave Property Tax Acct #: 6194-009-003-00 Project Description: Stream Improvement Waiver Criteria (all criteria must be found to apply): XX There will be no alteration of the Critical Area or its required buffers; XX The development proposal will not impact the Critical Area in a manner contrary to the goals, purposes, objectives and requirements of the Critical Areas ordinance; XX. The development proposal meets the minimum standards of the Critical Areas . ordinance; XX The above findings are based on the following conditions of approval: 1. A 20' wide native growth easement must be granted (10' from both sides of the stream center -line). All pre-existing structures with a building permit will be allowed to remain within this buffer. 2. A letter from the Department of Wildlife endorsing the proposal and the conceptual design. 3. Revegetation of the stream bank must take place before Oct. 15, 1993. The City will inspect the site as of Sept. 1, 1993 to evaluate whether native vegetation is seeding itself on the site or not. If not, the site must be planted by Oct. 15, 1993. 4. Installation of only one crossing may be approved on the Dunphy's property. This crossing will have to be approved by the city's building department and may not exceed 4' in width. r 5 An HPA must be issued before any construction on the site takes place. Based on the above findings and conditions, the requirement for a Critical Areas Study associated with this development permit is hereby Waived, as authorized by Chapter 20.15B.150 (B) of the Edmonds Commun' Develop ent Code. Ste hen F. Bullock P Name Signature ate Reviewed by Responsible Official: I concur: I do not concur: - Comments: y 9. Wilson D to 0 . . MEMORANDUM CITY OF EDMONDS PLANNING DIVISION 250 STH AVENUE NORTH, EDMONDS, WASHINGTON 98020 TO: FII,E ZN. CA 92-170 & CA-92-171 FROM: 'Stephe6F. Bullock Planning Staff DATE: September 30, 1992 SUBJECT: ENVIRONMENTAL DETERMINATION FOR SHELLABARGER STREAM IMPROVEMENTS FILE NO.S CA-92-170 & CA-92-171. I have had the opportunity to visit the site, review the environmental checklist, and the letter from the Department of Wildlife dated Sept. 4 ,1992, in regards to this project. Copies of which are filed in the official file for this project (CA-92-170 and CA-92-171). Based on my review of all available information and adopted policies of the City, I recommend that a Mitigated Determination of Nonsignificance be issued. The subject proposal has the potential to adversely impact wildlife habitat and the streams hydraulic health downstream. Excavation done in the stream bed and to the banks will result in some sedimentation down stream. When the stream banks are re -graded, vegetation which is responsible for biofiltration and temperature control of the stream will be gone. Based on my review of all information and adopted policies of the City, I am recommending that the proposal be changed or clarified to include the following mitigating measures so that a MDNS can be issued. All mitigation's refer to the Critical Areas Determination dated Sept. 28, 1992. Recommended Mitigation Measures: A 20' "Native Growth Protection Easement" must be granted (10' from either side of the centerline of the stream). 2. Stream bank must be revegetated by Oct. 15, 1993. The City will inspect the site as of Sept. 1, 1993 to evaluate whether native vegetation is seeding itself on the site. If not, the proponent must plant the site by Oct. 15, 1993. Pagel of 3 92-170&171 EN/9.29.92.SEPA J 3. Installation of only one crossing may be approved on the property addressed 1126' B Ave. This crossing will have to be approved by the City (Planning, Building -and Engineering Divisions), and may not exceed 4' in width. This recommendation is based on adopted policies of the City as found in the Edmonds Community Development Code, Title 15. Specifically, the Policy ECDC Section 15.15.020 (ENVIRONMENT - Vegetation and Wildlife - General) on pages 15 and 16, states "As Edmonds has urbanized, the natural vegetation has become increasingly scarce. The city's woodlands, marshes and other areas containing natural vegetation provide an important resource which should be preserved." "Woodlands help stabilize soils on steep slopes, and act as barriers to wind and sound. natural vegetation provides habitat for wildlife. Plants replenish the soil with nutrients. They generate oxygen and clean pollutants for the air." Policy ECDC Section 15.15.020.13 (ENVIRONMENT - Vegetation and Wildlife - General) on page 16, states as a goal of the City: "The City should ensure that its woodlands, marshes and other areas containing natural vegetation are preserved, in accordance with the following policies:........" Policy ECDC Section 15.15.020.0 (ENVIRONMENT - Vegetation and Wildlife - General) on pages 16 and 17, states as a goal of the City: "The city should promote and increase public awareness and pride in its wildlife heritage. Special emphasis should- be directed toward preserving the natural habitats (woodlands, marshes, streams and beaches) of 'the city's wildlife in accordance with the . following policies:........" J Policy ECDC Section 15.15.010.B.1(ENVIRONMENT - Water Resources and Drainage Management - Goal) on page 15, states as a goal of the City: "The natural drainage system (i.e., streams ponds, and marshes) shall not be filled or permanently culverted except where no other alternative exists...... The natural condition should be restored immediately following construction." Policy ECDC Section 15.15.010.B.3 (ENVIRONMENT - Water Resources and Drainage Management - Goal) on page 15, state as a goal of the City: "Imagination and care should be used in the design of retention ponds and other drainage facilities so that they will blend into the natural environment rather than detract from it." These policies directly support the above mentioned mitigation measures and require these measures in order to fully mitigate the impacts created by the proposal. should you have any questions concerning the information in this memo, please feel free to contact me. L Page 2 of 3 92-170&171 EN/9-29-92.SEPA Review by Responsible Official: I concur C� I do not concur Comments: Attachments PC: FILE NO. Robert Chave, Planning Manager 1 l 92-170& 171 EN/9-29-92.SEPA Page 3 of Critical Areas Checklist Site Information Project Name: ,Stiel l4t,�r &"eek %",��V&- k mit Number: Site Location: Property Tax Account Number. Approximate Site Size (acres or square feet): • g a L4-e� Have you filled out a Critical Areas Checklist for a project on this site before? General Site Conditions 1. Has the site been cleared or logged? �S Date of most recent action: 1210 ars a�' Soils / Topography f 2. In the Snohomish County Soil Survey, what is the mapped soil type(s)? G V e r e 3. 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 of horizontal distance.) Steep: grades of greater than 30% present on site. Comments Hydrology/Vegetation 4. Site contains areas of year-round standing water. ? , " r l 5. Site contains areas of seasonal standing water. Approx. Depth: 6. Site is in the floodway �>7 floodplain of a water course. 7. Site contains a creek or an area where water flows across the grounds surface? e,S flows are year-round? Flows are seasonal? 8. Site is primarily: forested ; meadow ; shrubs mixed_. 9. Obvious wetland is present on site: 10. Wetland inventory or map indicates wetland present on site: 0 0 11. Critical Areas inventory or map indicates any Critical Area on site: ---------- City Use Only STUDY REQUIRED: Critical areas study is required: CONDITIONAL WAIVER: Critical areas study not required if specified conditions satisfied.', WAIVER Critical areas study, is not required. ;Determination Number.,.;.:.... F,f,..,. -,� ,::,Reviewer ........ Planner Oa k Rev.3J27/92 9 • e90.199 City of Edmonds 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 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). 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 of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant is encouraged to include any other pertinent information 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 column below). Owner / Applicant: C1 o`F dr►lo n c1S Name Title zSo SY Av-e_ AJ Street Address A i8000 77/-oz2.D City, State, ZIP Phone Signature Date Applicant Representative: D(911 Flene. Name n4�"Jr"11 C Ell l 1, UPr Title Z� a �� Aw_ A) Street Address 20 7 7l ,O 7 City, State, ZIP Phone Signature Date City of Edmonds Critical Areas Determination Applicant: City of Edmonds Determination #: CA-92-171 Project Name: Shellabarger Creek Permit Number: Site Location: Property Tax Acct #: 252703-2-149-00 Project Description: Stream Improvements Waiver Criteria (all criteria must be found to apply): XX There will be no alteration of the Critical Area or its required buffers; XX The development proposal will not impact the Critical Area in a manner contrary to the goals, purposes, objectives and requirements of the Critical Areas ordinance; XX The development proposal meets the minimum standards of the Critical Areas ordinance; XX The above findings are based on the following conditions of approval: 1. A 20' wide native growth easement must be granted (10' from both sides of the stream center -line). All pre-existing structures with a building permit will be allowed to remain within this buffer. 2. A letter from the Department of Wildlife endorsing the proposal and the conceptual design. 3. Revegetation of the stream bank must take place before Oct. 15, 1993. The City will inspect the site as of Sept. 1, 1993 to evaluate whether native vegetation is seeding itself on the site or not. If not, the site must be planted by Oct. 15, 1993. 4. Installation of only one crossing may be approved on the Dunphy's property. This crossing will have to be approved by the city's building department and may not exceed 4' in width. 5 An HPA must be issued before any construction on the site takes place. Based on the above findings and conditions, the requirement for a Critical Areas Study associated with this development permit is hereby Waived, as authorized by Chapter 20.15B.150 (B) of the Edmonds Communi Development Code. Stephen F. Bullock !/ Name Signature Oate Reviewed by Responsible Official: I concur: I do not concur: Comments: J 4 4i J f S. Wilson Date 0 MEMORANDUM CITY OF EDMONDS PLANNING DIVISION 250 5TH AVENUE NORTH, EDMONDS, WASIIINGTON 98020 TO: ;FELZEN CA-92-170 & CA-92-171 FROM: StepheK F. Bullock Planning Staff DATE: September 30, 1992 SUBJECT: ENVIRONMENTAL DETERMINATION FOR SHELLABARGER STREAM IMPROVEMENTS FILE NO.S CA-92-170 & CA-92-171. I have had the opportunity to visit the site, review the environmental checklist, and the letter from the Department of Wildlife dated Sept. 4 ,1992, in regards to this project. Copies of which are filed in the official file for this project (CA-92-170 and CA-92-171). Based on my review of all available information and adopted policies of the City, I recommend that a Mitigated Determination of Nonsignificance be issued. The subject proposal has the potential to adversely impact wildlife habitat and the streams hydraulic health downstream. Excavation done in the stream bed and to the banks will result in some sedimentation down stream. When the stream banks are re -graded, vegetation which is responsible for biofiltration and temperature control of the stream will be gone. Based on my review of all information and adopted policies of the City, I am recommending that the proposal be changed or clarified to include the following mitigating measures so that a MDNS can be issued. All mitigation's refer to the Critical Areas Determination dated Sept. 28, 1992. ' Recommended Mitigation Measures: A 20' "Native Growth Protection Easement" must be granted (10' from either side of the centerline of the stream). 2. Stream bank must be revegetated by Oct. 15, 1993. The City will inspect the site as of Sept. 1, .1993 to evaluate whether native vegetation is seeding itself on the site. If not, the proponent must plant the site by Oct. 15, 1993. Page I of 92-170& 171 EN/9-29-92.SEPA 0 3. Installation of only one crossing may be approved on the property addressed 1126 B Ave. This crossing will have to be approved by the City (Planning, Building and Engineering Divisions), and may not exceed 4' in width. This recommendation is based on adopted policies of the City as found in the Edmonds Community Development Code, Title 15. Specifically, the Policy ECDC Section 15.15.020 (ENVIRONMENT - Vegetation and Wildlife - General) on pages 15 and 16, states "As Edmonds has urbanized, the natural vegetation has become increasingly scarce. The city's woodlands, marshes and other areas containing natural vegetation provide an important resource which should be preserved." "Woodlands help stabilize soils on steep slopes, and act as barriers to wind and sound. natural vegetation provides habitat for wildlife. Plants replenish the soil with nutrients. They generate oxygen and clean pollutants for the air." Policy ECDC Section 15.15.020.E (ENVIRONMENT - Vegetation and Wildlife - General) on page 16, states as a goal of the City: "The City should ensure that its woodlands, marshes and other areas containing natural vegetation are preserved, in accordance with the following policies:........" Policy ECDC Section 15.15.020.0 (ENVIRONMENT - Vegetation and Wildlife - General) on pages 16 and 17, states as a goal of the City: "The city should promote and increase public awareness and pride in its wildlife heritage. Special emphasis should be directed toward. preserving the natural habitats (woodlands, marshes, streams and beaches) of the city's wildlife in accordance with the following policies:........ Policy ECDC Section 15.15.O10.B.1(ENVIRONMENT - Water Resources and Drainage Management - Goal) on page 15, states as a goal of the City: "The natural drainage system (i.e., streams ponds, and marshes) shall not be filled or permanently culverted except where no other alternative exists...... The natural condition should be restored'immediately following construction." Policy ECDC Section 15.15.010.B.3 (ENVIRONMENT - Water Resources and Drainage Management - Goal) on page 15, state as a goal of the City: "Imagination and care should be used in the design of retention ponds and other drainage facilities so that they will blend into the'natural environment rather than detract from it." These policies directly support the above mentioned mitigation measures and require these measures in order to fully mitigate the impacts created by the proposal. should you have any questions concerning the information in this memo, please feel free to contact me. Page 2 of 3 92-17G&171 EN/9-29-92.SEPA Review by Responsible Official: I concur. [� I do not concur Comments: Attachments PC: FELE NO. Robert Chave, Planning Manager 0 r, Page 3 of 3 92.170& 171 EN/9-29-92.SEPA APPLICATION The,' City of Edmonds for SIDE SEWER PERMIT EASEMENT NO . ...................... NEW CONSTRUCTION REPAIRS F-1 LID NO ................... ASMT. NO. .................. OWNER CONTRACTOR -C> . .......................... ------------------------------- PERMIT NO. �'n2— JOB ADDRESS .. .... .... ...... ---------- - ----- .......... .... LEGAL DESCRIPTION: LOT NO . ....... ...... ..... ------- ....... BLOCK NO. .............. C2) ................. — --------- 8 ........ ------------ ..................................................... NAME OF ADDITION ................................................................ t An t DATE ......... By 416w--� ................ TiY7,!K City of Edmonds APPLICATION for SIDE SEWER PERMIT NEW CONSTRUCTION W OWNER -------- CORtz ..... ?--.0 --- jL ............................ JOB ADDRESS -------- ff 2.11!( --- ------ .. ...... ..................... 1 EASEMENT NO. -------- ----------- REPAIRS El LID NO. - ---------------- - AS1%ff. NO. -1 ----------- CONTRACTOR --- A-110fl? ......... Co ..... '0 .... ......... PERMIT NO. LEGAL DESCRIPTION: LOT NO. ......... (f -------- -------- ------ BLOCK NO. ----------- ( ----------------------- ............ )0 ........... / ......... ........................................... NAME OF ADDITION ...... u/0-s-Z -- ---- Approved: DATE-------------------------------------------- By --------------------------------------------------- Vi7irg re IC City of Edmonds RIGHT-OF-WAY CONSTRI TION PERMIT Permit Number: . Issue Date: A. Address or Vicinity of Construction: 1126 B Street B. Type of Work (be specific): Install 2" PE IP Main in "B" Street from 9 0 - 1 9 to 332'S of-c/l of Fir St. Install 5/8" PE Services to 1122 tt and 1126 B st Plir#606fiehed Drawing: 9315217(iR #600 3) Contractor: Washington Nat'l. Gas Co. Contact: Frank Swan Mailing Address:. 815 Mercer St.Seattle Wn Phone: Vo ir State License #: Liability Insurance: Bond: S Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial El Subdivision El City Project UXUtility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family [J Single Family ❑ Other INSPECTOR: INSPECTOR: Lj_)H1TC_U7T_ F. Pavement or Concrete Cut Myes E]No G. Size of Cut: (432 x 4 H. Charge$ APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application, agreq to&ld the City of Edmonds harmless from injuries; damages, or claims of any kind or description,whatsoever, foreseen or unforcen that may be made agar h the City of Edmonds, or anyibf its departments or emplOY7 ees, including or.nqt limited to the defense of any legal proceedings including d --sland attorney fees by reason of, grgn is &rmit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FORf1 PERIOD OF ONE YEAR FOLLOWINq TEFDYA INSPECTION E _ 3 -)V7* S P& AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL B IM THE ALSTREETPATCH COMPLETED BY OFIN CITY FORCES, AT WHICH 77A&A 'DEBITVR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT Construction drawing of proposed work required with permit application—' A 24 hour notice is required for inspection; Please call theEngineering Dejpartm Work is to be inspected during progress and at completion. N­ Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit .,requirements and the pink copy of the permit will be available on site at all times for inspection purposes. Signature: x __4 C'�J) "'­4-"-"Date: 6/18/93 (Contractor or Agent) CALL DIAL,A-DIG PRIOR TO BEGINNING WORK. . .. .............. ............... ........ R.IGHTOF WAY,�.DEP.Q .. .. .... .. JIME.:AIJTHORIZED: VOIDAFTER:: ...DISRUPTION: FEE/FUND SPECIAL CONDITIONS:: C-17y .............RESTORATION FEE::: 182'S 1125 zi 0 .TE: ISSUED BY NO WORK SHALL Engrg. Div. 1991 FIELD INSPECTION RES Phd I I I - Route copy to Street Dept.) Comments: Diagram: CONTRACTOR CALLED FOR INSPECTION ❑ YES: ❑ NO Partial Work Inspection by P. W.: Work Disapproved By:. Date: FINAL APPROVAL BY: Date: Eng. Div. J SQUEEZE BUTT FUSE 182'S 4 Io'rw F 1 R ST 2.lc"d+ 2B"d w — —i Ex i ST i h1Ca co I PP —OP � ;' PE I P IAd-IQ Ico' w I I� EOM LOG. _ 2:' PE CdP P&C. >T SE2,VIGE 3 1 Z 21 0 _ /VOTE 4-8 ,404%2S ,8 0,2� �/l ,,►/.tlC 2. LAY OET FLT W/,2L=- OVE. R ,4 z-L PE LY,QE�GT BG12�L .o/PE 3. /�.1srAG-L o�v�' ,�bci�vp ,4wo,gE, �G12 ,�VE,tzy io00 " O� L.OGa.7-/�.L�� W,G2E 4, ram- CI,2 vE Y NoT .>?.�Q Uirz>c� 3 ' VZ-=".2 7-14,aL G. c4.17- /.v PAVIAICq ,Qr--E SOVOW/v A!5 -f3- �+r�e-�ssazassa T A r!�� j? F ! Z 5DZ-11 PE I KJ P I�/l�.l EY.T. I12� ST e�,! oCo �'09 �3 , 3 0 1 ':�)'315217 i � , _ � _ � � t.,,"� !1, _? t {' �;!'1t ��J't�l.�,c� •6i � ,/7 r�.� i �. 1521 l ' . 890 194 0 CITY OF EDMONDS 250 - 5TH AVE. N.. EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works • Planning Y Parks and Recreation . Engineering November 24, 1992 Mailed 11/24/9.2 P LAURA M. HALL MAYOR Kurt Dunphy 1126 18' Ave. Edmonds,:WA 98020 Dear Mr. Dunphy, The check dam you have constructed in Shellabarger Creek appears to satisfy the design concept developed by the City for that.area. Sincerely, 'DON FIENE, P.E. 'Hydraulics Engineer DF/sdt O g Alberts DUNPHY/TXTST530 STREET FILE ® Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan • ADOPTED BY CITY COUNCIL u ust 18, 1992 EDMONDS CITY COUNCIL MINUTES COMMITTEE WORK MEETING FINAL ADOPTED VERSION August 11, 1992 STREET FILE The Committee Work Meeting of the Edmonds City Council was called to order at 7:00 p.m. by Mayor Laura Hall at the Library Plaza Room, 650 Main St., Edmonds. All present joined in the flag sa- lute. PRESENT Laura Hall, Mayor Jeff Palmer, Council President Steve Dwyer, Councilmember Dave Earling, Councilmember Michael W. Hall, Councilmember John Nordquist, Councilmember Tom Petruzzi, Councilmember ABSENT William Kasper, Councilmember Jim Cooper, Student Representative its 5 w 2 51992 ENGINEERING STAFF Art Housler, Admin. Serv. Supr. Brent Hunter, Personnel Manager Dan Prinz, Police Chief Bob Alberts, City Engineer Rob Chave, Planning Manager Arvilla Ohlde, Parks & Rec. Mgr. Rob Chave, Planning Manager John Poppe, Treatment Plant Supr: Scott Snyder, City Attorney Rhonda March, City Clerk Barb Mehlert, Recorder Mayor Hall said City Attorney Scott Snyder would like to address the Council on two issues prior to the regular agenda items. COUNCILMEMBER NORDQUIST MOVED, SECONDED BY COUNCIL PRESIDENT PALMER, TO EXPAND THE AGENDA TO ALLOW CITY ATTORNEY SCOTT SNYDER TO ADDRESS THE COUNCIL ON TWO ISSUES. MOTION CARRIED. COUNCILMEMBER ,EARLING MOVED, SECONDED BY COUNCILMEMBER PETRUZZI, TO ADD A 15 MINUTE EXECUTIVE SESSION TO DISCUSS A PERSONNEL MATTER, PRIOR TO THE COUNCIL COMMITTEE MEETINGS. MOTIONN CARRIED. ITEMS OF DISCUSSION FROM CITY ATTORNEY SCOTT SNYDER City Attorney Scott Snyder updated the Mayor and Council on issues and solutions relating to flooding problems on Curtis Dunphy's property and another party's property and discussed with the Mayor and Council, subsequent conversations. Mr. Snyder requested the Council to grant authoriza- tion to submit a permit for the stream work. COUNCIL PRESIDENT PALMER MOVED, SECONDED BY COUNCIL - MEMBER NORDQUIST FOR DISCUSSION, TO AUTHORIZE THE SUBMITTAL OF A PERMIT TO THE STATE IN CONJUNC- TION WITH MR. DUNPHY'S PERMITS. Under discussion, Councilmember Nordquist asked if the City Attorney was not also asking for authorization for funds, and Mr. Snyder said he would be coming back to the Council with an appro- priate budget request and a source of funding. MOTION CARRIED. City Attorney Scott Snyder referenced the Russell Kim hearing which is presently scheduled for August 18, 1992. Mr. Snyder said Mr. Kim has requested that the hearing be continued to Monday, September 14, 1992. Councilmember Dwyer arrived at 7:15 p.m. Mr. Snyder said the hearing has already been advertised and posted. It was noted Mr. Kim will be traveling from Oklahoma City to attend the hearing. After Council discussion on the issue, COUN- CILMEMBER HALL MOVED, SECONDED BY COUNCILMEMBER PETRUZZI, TO ACCEPT MR. KIM'S REQUEST FOR CONTINU- ANCE AND SCHEDULE THE HEARING FOR SEPTEMBER 14. MOTION CARRIED. It was noted the Council will be meeting on Monday, September 14, rather than Tuesday, September 15, due to the primary election. REVIEW EDMONDS VISITORS BUREAU PROMOTIONAL MATERIALS Due to technical difficulties, viewing of the video tape of the materials was rescheduled to the August 18, 1992 Council Meeting. The City Council instead, listened to a 30-second tape recorded radio advertisement promoting Edmonds. DISCUSSION AND APPROVAL OF INTERLOCAL PLANNING AGREEMENT WITH SOUTHWEST CI ,110E Rob Chave, Planning Manager, said the Council has had several meetings discussing the Proposed kInterlocal Agreement between the county and southwest cities for cooperative planning in �. � unincorporated urban growth areas. Mr. Chave said one significant change in the agreement is that the Growth Management Coordinating Committee (GMCC) will now have equal representation from the cities and the county (a maximum of nine members each), and weighted votes will be used in making V decisions. It was noted that in recommendations on plan consistency, cities will have 70% of the weighted vote. 'r SENT BY:OQOEN MURPHY WALLACE ; O- 5-82 ; 9:18PN ; 2004470215-9 2007710221;# 2 DEI�1 ATTORNEYS AT LAW MMORODUM CAM August 50 1992 "Di Jim Walker and Don Fiona F7Q"` We Scott Snyder, orrice of City At4o y 1e' Draft Letter Enclosed please find a draft memo for your review. please feel tree to tweak the provisions regarding the actual improvements and include any thoughte you have regarding costs estimates. As we eat in the meeting I realized that it is ridiculous public policy to negotiate individual Uprovements with neighbors. That sort of arrangement would drive all of use but particularly you crazy. Please note that I included a reference to a sediment trap. Ruebell Gaya his engineer strongly recommends a shallow "pit" below the culvert. If the state strikes it out, so be it. I have addressed the memo to the city, council. Please let me know of any changes you would suggest by tomorrow afternoon. That way I can Qet the item in the Council packet and hopefully have it approved at COMMUnity Services Committee next week. WSS:are ww",1i1Ds06.1som a s..eso oa.. aim m..t1.k.04nw T4_,, idol ?"A«.,t4 SMW% WA 6e101-16M (966) 0417.70e6, VAX (too)..7.=U D W"awlt.. OID.m I toed, 91.64. gtm.�. P.O. B. 1606, W.S MMA WA 03607, (608) 662-1861. FAIL ('SOP) N6Slbb8 SENT BY:OGDEN MURPHY WALLACE 5-92 ; 3:20PM 2064470215-+ 2067710221;# 3 DRAFT CATTORN8Y8 AT LAW MEMORANDUM DATM August 5, 1992 TQ mayor Laura M. Hall, Council president Jeff Palmer and Council Members Office of City Attorney, W. Scott Snyder Engineering Department, Jim walker and bon Piano p� humby v. Claus Drainage Dispute in January the City Council heard the appeal of Mr. Claus from approval of Mr, Dunphyle application relating to certain construction which he was undertaking adjacent to the stream. In the course of the hearing it became apparent that the drainage iroblem is a long standing one which the City Council had reviewed n the past. To date nothing has been done although it does appear that the City intended at one time to undertake stream improvements. At the present time Shellabarger Creak runs across the City Reserve to an existing good fence on mr. Dunphy's property. The stream bad over the years hag bacozP_ silted in and neither ite channelnor the channel across mr. Dunphygs property adequately conveys rainy Season stream flown. The water in periods of high flow is partially dammed by the fence and aausan flooding on the Claus' property, Dunphy and Claus are currently involved in litigation regarding the flooding, the City is not a party to that litigation, This situation hae been reviewed by the City's Hydraulics Engineer Don Fiona and Engineer Jim Walker. In addition a drainage report has been done for Claus by hard development consultants. AS a result of a number of meetings A tentative solution has been arrived at subject to your approval. Mr. Walker, lair. Fiona and = recommen8 that the City undertake drainage improvements to improve stream flow through the city Reserve enabling the downstream property owners in correcting their problem. The project estimate is approximately $10,000 with most Of the work to be clone by City fcross. Direct material costs should be approximately $2,000. This proposal will be subject to sEPA review and a permit to work in the stream from the State off Washington. The improvements would include the following items: 1. Complete repair to the existing 24 inch storm drain culvert by armoring of the culvert cutlet with rocks and planting of vegetation to prevent W8626 AMM ON tS01of :1 9.atdA MOW. 0:aa W& . C..t"'76 on 1003 71hh A nv% G@&We, WA ealal.tese, (906) 40400, FAX (366)447.0110 0 W01*&h4*0ffkV I Boaih CSeLa 8hre�P.p, jlcs 18ofi, A'en�tege. WA 99804, (50c) 6B7 :bad FAX (b0i) 6&:� ass SENT SY:OGDEN MURPHY WALLACE 5-82 ; 3:20PM ; 206447021 2067710221;# 4 DRAFT Memorandum to Mayor Laura x. Hall, Council President Jeff Palmer and Council xembers August d, 2992 Page 2 erosion. The problems appear to have increased over the years as the stream channel has filled,in due to erosion and siltation, of the stream bad. Erosion and siltation appear to have occurred through a combination of upstream developannt in and out of the City and stream bank erosion. 2. Creation of a sediment trap below the culvert to rapture silt. 3. Channeiization or the stream by deeponing the channel and using the debris material to improve the banks. This work will improve the carrying capacity of the existing ohannel.. 4. Installation of a series of check dams to slow stream flow preventing erosion of the bank and further siltation. These are simple structures which can be installed by City crews and a► sample drawing is'encloned. S. Annual review for a year or two of the chock dams and creation of a program for annual maintenanco,as needed to maintain the effectiveness of the dams and sediment trap. This program may include review of a catch hasin on adjacent "Su street. These improvements would be conditioned on improvements across Mr. Dunphy's property. It appears that the developer that originally constructed Mt. Dunphy�s house failed to channelize the stream in accordance with approved design plans. Mr. Dunphy •would be expected to provide stream channelization as well as one (two?) chock dam on his property to complete the channelization program. shellabarger Creek in this area exits one storm drainage culvert and enters another at Fir Street. These improvements would provide channaliaation of the stream from culvert to culvert. The existing grate at Mr. Dunphy's fence would be replaced vith a chock dam. This would prevent the clogging of the grate which has resulted in redirection of stream flows in periods of high flow, flooding a portion of the Claus' property. The necessity for a storm water detention pond was discussed at some length. Such a pond wouid, because of the steep slope in the area have a relatively small surface area and be relatively deep (eight feet). Because the normal depth of this stream is two or w6St269slaM/M.1smm SENT 9Y:0QD5N MURPHY WALLACE 5-$2 ; 9:21PM ; 20044702ib 200771C221;9 5 DRAFT Memorandum to Kayor Laura X, Hall, council President ,off Palmer and Council Members August 5, 1992 Page 3 three feet along this portion of the stream, I was concerned that the City not create an attractive nuisanea. The bottom of such a steep detention pond would retain water. I was worried that email children could got in the pond and then be unnis to got out in time, in the event of sudden rises in water level. Installing a fence is only a partial solution in that such facilities can be a trap rather than an impediment. Children have a tendency to play in areas that are out of eight of maintenance crews. Should they find a way under, Around or over the fence, a feriae would make it evsn more difficult for them to get out. We auggeet that the need for a detention pond be monitored over the next year or two to see whether the ahannelieation and check dam improvement effectuate a practical solution to the existing problem. By solution- we mean restoration of the 'stream to its predevelopment state, not completely eliminating flooding in all eventualitias. The ehannelization and check dam program has been dasigned to meet the standards which the City applies to developers. In the event that the School District were to mail property which it owns upstream for development, stream flown should be considered through tha SEPA process, including potential installation of a larger detention pond at developer expense on the development site. This would permit storm water detention at a detention pond which poses lase potential threat to the neighborhood. If the programmed improvements outlined in thin memo do not resolve the problem the City will nand to balance the risks from the detention pond with the bonsfits to downstream owners. It is my recommendation and that of your engineering staff that the detention pond not be installed at*this time but the need for such a facility should be carefully monitored. While we have discussed this solution with the neighborinq property owners it is not our reeem andation that the City enter into a private agreement. If there are problems with the stream on City property, we rdeommend that it be improved to City standards at City expense. installation of the improvements will be contingent on Mr. Dunphy's installation of similar improvements across his property. I do not recommend that the City get into the maintenance agreamonts or cross indemnifications with individual property owners. Saving a series of private agreements would be a nightmare for your engineering staff to monitor. Wo have reached these recommendations after consulting extensively with the neighbors. We hope that a package deal will result in resolution of the dispute b*twean Claus and Dunphy. The City is wssmM.iwc".1ma SENT 6Y:OGDEN MU RPHY WALLACE ' 8- 5-92 3:22PM 20644.7026 2067710221;# 5 DRAFT Memorandum to l+tayor Laura K. Hall, Council President Jeff Palter : and council Members august 5, 1992 Page 4 not a party to that litigation and our reacmmendatian for improvements is based on appropriate levels of maintenance for the cityfa streams and not their litigation. We request an initial appropriation of $2,000 for materials, and authorization for a joint application for a permit to work in the stream on City property. This permit would also include Mr. Dunphy's work and proceed through the SEPA review. 1=ediats act o-n in neceaeary if the work is to be accomplished prior to October 15th. This is the State cutoff date for work in the stream. Your review is appreciated.: Wa V are Enclosure VY852h76T.1LllOG16.1901G1 d.. tDEN AULULAl-HY July 22, 1992 STREET FILE ATTORNEYS AT LAW Seattle Office: John D. Wallace R. Miller Adams 2100 Westlake Center Tower Douglas E. Albright Charles D. DeJong 1601 Fifth Avenue Lee Corlaum John F. DeVleming Seattle, WA 98101-1686 Wayne D. Tanaka Terry Lee Jurado (206) 447-7000 Robert G. AndnB Kent C. Meyer Michael G. Wickstead Carol A. Morris FAX: (206) 447-0215 Robert A. Kiesz Jessica G. Rickard Steven A. Reisler Theresa A. Rozzano W.Scott Snyder Susan N.Slonecker Christopher A. Washington Gil Sparks James E. Haney Phillip C. Raymond Counsel to the Firm Charles D. Zimmerman' Stanbery Foster, Jr. , Carol D. Bernasconi . Ross D. Jacobson William F. Joyce Karen Sutherland Of Counsel David A Ellenhorn James A. Murphy John J. O Donnell Retired Raymond D. Ogden, Jr. Thomas B. Russell Hansen, Robinett & Purcell, P.S. Pioneer Bank Financial Center 4211 - 200th Street S.W., Suite 209 ���'I p� P. O. Box 6699 Lynnwood, WA 98036-6699 �� 2 rrV 4*&1 1,,e Re: Dunphy v. Claus and City of Edmonds Dear Tom: I have reviewed your letter of June 24th with the engineering staff.. As you may remember, Jim Walker originally had a storm water retention facility on the City's "long" list of potential improvements. It was deleted because of concerns regarding the site and depth of the facility. We were concerned that potential sites for a storm water retention facility resulted in removal of a significant number of trees which would reduce the shading of the stream and be counterproductive both to the project and to DNR requirements. We are also concerned that the slope of the property and 'the necessary depth of a storm water retention facility would potentially be an attractive nuisance to neighborhood children. Thereby greatly increasing the potential liability without significantly increasing storm water protection. I would suggest at your earliest opportunity we sit down with Jim Walker, Don Fiene and a representative from your consulting firm to discuss their proposal. I would also appreciate a written copy of any report which they may make. The issue is not necessarily one of cost but more of potential liabilities.. If your engineer will warrant the safety of the retention facility and your client indemnify the City from future liability relating to the pond, it may have a place in the project. Wenatchee Office:] South Chelan Street, P.O. Box 1606, Wenatchee, WA 98807, (509) 662-1954. FAX: (509) 663-1553 1 Thomas B. Russell July 22, 1992 Page 2 I look forward to discussing this issue with you and your consultant at your earliest convenience. Very truly yours, OGDEN MURPHY WALLACE W. Scott Snyder WSS/are cc: Bob Alberts Jim Walker Don Fiene wss 301.iv000s.isioi _= CITY.OF EDMONDS .. � .. LAURA M. HALL 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-0220 FAX (206) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT PETER E. HAHN j p Public Works • Planning • Parks and Recreation • Engineering DIRECTOR 890_19°� . May 20, 1992 Mailed 5/21/92 Thomas B. Russell STREET FILE Hansen, Robinett & Purcell, P.S. Pioneer Bank Financial Center 4211 - 200th St. S.W., Suite 209 P. 0. Box 6699 Lynnwood, WA 98036-6699 SUBJECT: CLAUS/DUNPHY STREAM IMPROVEMENTS Dear Mr. Russell, I met with Kurtis Dunphy on this date to discuss the stream improvement proposal for his property. Mr. Dunphy seemed willing to implement the proposed project (the concept mailed out on May 1, 1992) with two minor ' modifications. 1) Mr. Dunphy would like to eliminate the most downstream.check dam and install a larger log at the second dam site. 2) Mr. Dunphy would like to have a grace period to allow natural vegetation to establish, rather than having to do the seeding and planting. We have no problems with. these alternatives and do not feel that these modifications would hurt the integrity of the project. Sincerely, DON FIENE, P.E. Hydraulics Engineer �Q Alberts DF/sdt c: Kurtis Dunphy Ogden, Murphy and Wallace, City Attorney DUNPHY/TXTST530 • lncorporoted August 11, 1890 0 m Sister Cities International — Hekinan, Japan 1890 19c5 • E CITY OF EDMONDS LAURA M. HALL 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT PETER E. HAHN Public Works • Planning • Parks and Recreation • Engineering DIRECTOR May 1, 1992 Mailed 5/4/92 STREET FIDE Thomas B. Russell Hansen, Robinett and Purcell, P.S. Pioneer Bank Financial Center 4211 - 200th St. S.W., Suite 209 P. 0. Box 6699 . Lynnwood, WA 98036-6699 SUBJECT: DUNPHY STREAM IMPROVEMENTS Dear Mr. Russell, As per your request, information regarding the proposed improvements along Shellabarger Creek is attached. If you have any questions regarding this information, or would like any additional information, feel free to contact me. Thank you. Sincerely, DON FIENE, P.E. Hydraulics Engineer G` Alberts DF/sdt Attachment a DUNPHY.2/TXTST530 . e Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan I --a111111110 p 890 19°t L` • CITY OF EDMONDS 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works • Planning . Parks and Recreation . Engineering May 1, 1992 Kurtis Dunphy 1126 "B" Ave: Edmonds, WA 98020 SUBJECT: STREAM IMPROVEMENTS Dear Mr. Dunphy, Mailed 5/4/92 LAURA M. HALL MAYOR PETER E. HAHN DIRECTOR STREET FILE As per your request, information regarding the proposed improvements along Shellabarger Creek is attached. The concept of cost sharing like materials that would be used to make improvements on the City reserve portion of the creek.seems feasible, and we will explore that matter further as, the project unfolds. If you have any further questions regarding this information, or would like any additional information, feel free to contact me. Thank you. Sincerely, DON FIENE, P.E.' Hydraulics Engineer Alberts DF/sdt Attachment f DUNPHY.3/TXTST530 0 • Incorporated August 11, 1890 Sister Cities International — Hekinan, Japan 890 199- DATE: TO: FROM: RE: I CITY OF EDMONDS OFFICE OF THE CITY ATTORNEY 447-7000 FAX: 447-2015 • LAURA M. HALL MAYOR APR 3 April 29, 1992 E�%J11VE PIS 1A Jim Walker, Assistant Engineer W. Scott Snyder; Office of the City Attorney(UV' Claus/Dunphy Dispute M E M O R A N D U M Mr. Claus' attorney, Tom Russell, and Mr. Dunphy have requested more information on the estimate you prepared, particularly with respect to Dunphy's property. They have asked that you prepare a simple, aerial diagram showing, the location of the check dams. Specifically, where wouuld the City require the check dam be placed on Dunphy's property? Mr.. Dunphy also asked if we have any more detailed information on the materials that would go into his check dam. '.This would allow him to get an estimate for his use. He also asked if we could order the materials together 'to get a better price. That sounds fair, but of course, we.would require his payment up front for the materials. Your continued assistance in this matter is appreciated. WSS/klt cc: Kurtis_Dunphy Thomas Russell WSS19227.1M/0006.150.101 2100 Westlake Center Tower, 1601 Fifth Avenue, Seattle, WA 98101-1686 • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan After further discussion on this a Administrative Supervisor Art Housleromr. Hatch he would contact him personally after the meeting in order to provide him with all of the detailed information in regards to this subject. Keith Dubendorf, 15600 70th Ave.. West, Edmonds, addressed the Council on the Paine Field Airport Expansion. Mr. Dubendorf asked the Council what their position is on this subject. Mayor Hall said she has recently been fk/ contacted by Loretta Jackson, Councilmember in Mukilteo, regarding this subject. Mayor Hall said a letter was also sent to the Council from the City of Mukilteo and deferred to the Council for a response. Councilmember Dwyer returned to the meeting at 7:20 p.m. Councilmember Nordquist said several years ago, citizens from Mukilteo came to speak before the Edmonds City Council, and discussions at that time included the zoning in and around the field, and the City of Mukilteo's lack of effort to zone north of the field. Councilmember Nordquist said the Council did not take a position at that time. Councilmember Kasper stated he feels there is a need for the airport, however it is a matter of degree in how much it is used. Mr. Dubendorf feels there are other alternatives than expanding Paine Field. Councilmember Kasper said it his understanding Paine Field would like to expand to 50 units of commuter aircraft, until an additional runway was built at Sea-Tac. Mr. Dubendorf mentioned those commuters would be jets, and Councilmember Kasper replied affirmatively. Council President Palmer said there is a window of comment that is being closed soon and regional planning bodies are going to be eventually taking action; and if the City of Edmonds wishes to take a position, the City has until February 21st to submit written comment. Council President Palmer also stated there is an upcoming hearing in Arlington regarding this matter in which citizens of Edmonds might want to attend if they so choose. Council President Palmer stated the City of Edmonds may want to hold a public hearing on this issue to see if the City wants to take a position before the February 21 cutoff date. Councilmember Hall said he was also contacted by Mukilteo Councilmember Loretta Jackson and she said that Mill Creek has already adopted a Resolution stating they are against the expansion of Paine Field, as has the City of Mukilteo. Councilmember Hall said it is also his understanding the City of Lynnwood has made statements that they are also opposed to the expansion. Councilmember Hall feels the City of Edmonds should make some sort of a stand, as he feels the citizens deserve input to this subject as it is his feeling the expansion would greatly affect the area. It was a concern amongst various Councilmembers that if a hearing was held, both sides regarding this issue might not be heard. Council President Palmer felt an advertised Public Hearing would give the opportunity for both sides to be represented. COUNCILMEMBER NORDQUIST MOVED, SECONDED BY COUNCILMEMBER, HALL TO HOLD A PUBLIC HEARING REGARDING THE PAINE FIELD EXPANSION ON FEBRUARY 11, 1992 AT 9:00 P.M. MOTION CARRIED. Kurtis Dunphy, 1126 "B" Ave., Edmonds, addressed the Council on an issue discussed previously regarding water problems at the 7th and Elm reservoir. Mr. Dunphy said he was under the impression the City was going to be A performing a study with regards to this issue, and asked Mayor Hall if this has commenced. V City Attorney Scott Snyder, said this was not his recollection. Mr. Snyder stated he was contacted by Mr. DunP hy's lawyer, as well as Mr. Claus' lawyer, and they both agreed to meet and discuss the parameters of the problems. Mr. Snyder said he is not under the impression the Council had authorized Staff time to pursue a Study. Mr. Dunphy stated he would like to be contacted in the future when it involved his lawyer's time. Mr. Snyder replied Mr. Dunphy's lawyer made the initial contact via a letter. i Al Rutledge, 7101 Lake Ballinger Way, Edmonds, addressed the Council on two subjects. Mr. Rutledge urged the Council to notify the Citizens of Edmonds of the upcoming EMS election. Mr. Rutledge said he has talked with several people, and they don't seem to know anything about the election. Mr. Rutledge said there are also many questions on why the election is going to be held by mail versus the election booth. Mr. Rutledge also addressed the EDMONDS CITY COUNCIL MINUTES Page 3 February4,1992 M E M O R A N D U M January 29, 1992 TO: Peter Hahn, Community Services Director VIA: Bob Alberts, City Engineer 04- FROM: Jim Walker, Assistant City Engineer cL`/ SUBJECT: DRAINAGE PROBLEM ALONG SHELLABARGER CREEK, BETWEEN 7TH AND 8TH AVE. S. A section of Shellabarger Creek, between 7th and 8th Ave. S., has overflowed its banks in storms. Storm water then flows through adjacent yards before reentering the stream through a tributary. The problem appears to be primarily "private" and not something the City has taken responsibility for in the past. Three (3) homeowners are impacted by this problem: Kurt and Shirley Dunphy at 1126 "B" Ave. S., John and Vernelle Claus at 1131 - 7th Ave. S., and Tsuneto and Rebecca Lee at 1137 - 7th Ave. S. The main channel of Shellabarger Creek flows through the City property at "B" Ave. and Elm St. It then enters 1126 "B" Ave. and flows across that property to 1122 "B" Ave The stream cuts across a -corner of 1122.9" Ave. and enters 1126 "B", where a tributary joins the main stream (see attached sketch 1). The tributary collects runoff from the main channel overflow, but does not have enough capacity to carry the additional flow. The tributary originates from groundwater flow in the City property and flows through the Lee property to the Claus property, where it joins the main channel. The tributary normally carries insignificant storm water flow. The primary cause -of recent diversions has been the property line fence placed by Mr. Dunphy. Diversion has also resulted because of sedimentation in the stream channels in Mr. Dunphy's yard and on City property. The stream was relocated by Bomar Construction as part of Short Plat S-22-77 to allow construction of Mr. Dunphy's house. The City has taken, or permitted, several actions in the past which have affected the stream. A portion of the City property was cleared of blackberries in the late 1970's. The exposed soils contributed to sedimentation in the stream channels. The stream relocation for Short Plat S-22-77 was permitted by the City and took place on City property, in addition to Mr. Dunphy's-property. The channel was not constructed as planned. The channel was placed closer to the house than approved, and a drain line to the stream was run by the house instead of well away from it as shown (see sketch 2). The City has done limited maintenance on the stream channel within City property per Department of Wildlife recommendations. Memo to Peter Hahn January 29,.1992 Page 2 The State Department of Wildlife is the agency with the greatest authority over Shellabarger Creek. Wildlife requires a Hydraulic Project Approval for any work within the ordinary high water level of a stream. The City requires no permit for work in a stream independent of another permit. The City would normally only be involved with a stream on private property during land development. We would try to prevent impacts to or from the stream. The City would need easements from landowners to work on private property. We have only worked, or proposed to work, in streams when no other method for controlling a major storm -water problem could be found (such as portions of Shell and Perrinville Creeks). No problem was identified by the Shellabarger Basin Study.in this stream reach. The consultants assumed an average stream section and slope that does not exist throughout the area. The drainage problem_ could be resolved if "private" property owners obtained HPA's from Wildlife and restored the stream as "designed". Those property owners include the City because of the City property at Elm and "B" St. Mr. Dunphy, the owner where the stream needs the most modification, also must prevent his fence from diverting the stream. Another method to control the local flooding would be to construct a bypass channel through the vacated alley to carry excess storm water away from the neighboring yards -as shown in sketch 1. The most expensive option would be to intercept storm water upstream of any base flow source to the stream and discharge back into the stream downstream of the problem area (see sketch 3). This problem has been reviewed in the past and determined to be a "Private" problem (see attached letter). The City makes no effort to "improve" stream channels on "private" property. Any work in a stream channel must be approved by the Department of Wildlife or the Department of Fisheries. The best solution to this problem appears to be an effort by individual property owners to obtain HPA's from Wildlife and restore the main stream channel to pass storm flows. JW/sdt Attachments SHLABRGR.PRB/TXTST530 qp M ' I i ' CLA Qg � 131 I -7 +� Ave. S C re- e Rayne i i i CITY i I LEE )) 37 -1th Ave S -Pr- we f e)aC ai-r-lon T r; pt()d rat SK ETC tag' 4 COMSTK. 52 LF <,ON(-* mmsrlc-�j 134� r ,AN.-5EWCjZ AT GLEAN -OUT 4C OAtS rR. 40 L. r -k (6AB.S.0r- COMC. A. JAC93 ,SAN. Sewfev /oxA7 0 o C 0 �ro,. f 20 4 if COMSM. 71 r.-F CONS rR. CLEAN-OUr r 6*A.9LS- 4W CPAe- il SAM SEWM LP 1. 0 INV ZIC45 �0500 64- &.0 $;A 7 ......... CONSTR. 4.6 L.F. ps 0 QC 6"AZ.S OR COA(C. FNOAJ SAAl. SEWER e 107, j c jotM 0. CLAUS Vol* C,.?NSrR. C444H.oar-n— INV 2/1. UZ ' O r. I � �► 4[OIl � EX15 ,416-- a a JoFL A. DILISA 0 N EX 0 W. Me R s \,fcow5rRucr c.a. rYlT. • ( TI: (,j/5r orA1NA;JRJ �!10V wN vv c'IVa- r- f2IS3-5*00 F i cli wl FA P L A 14. W CHAMNE4 ........... St f 0 maf%d piaced Pock4el 2--97 5 TYPICAL CREEK SECTION I - I M.W. NO SCALE T- 2); 1: 'e WYO a t: to CITY OF EDMONDS 250 - 5TI1 AVE. N. • EDMONDS. WA 98020 • (206) 771-3202 so COMMUNITY SERVICES: Public Works • Planning • Parks and Recreation • Engineering October 10, 1990 John and Vernelle Claus 1131 - 7th Ave. S. Edmonds, WA. 98020 Re: Drainage problems located at 1131 - 7th Ave. S. LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR A__J A 10 /16 l q v Dear Mr. and Mrs. Claus: The City received the letter -from your representative, Hugh W. Judd. We are willing to -meet with you to discuss solutions to your drainage problems, but the problems appear to be private and not the City's responsibility. We have no records indicating that the City "altered the natural flow of a -stream", as suggested in your letter. The City's policy has been to allow storm drainage in the natural drainage system only "where it is possible to do so without significantly altering the natural drainage ways". The stream "altering" you refer to was probably done by the developer or a previous owner. The stream, Shellabarger Creek, is a "water of the state" and work in or around it is under the jurisdiction of the state. The Department of Fisheries or Department of Wildlife will typically not allow work in the stream after October 15, 1990. Therefore, there is little opportunity to resolve your problem before this year's rainy season. URS Consultants completed a drainage basin study in June, 1989 and found no erosion or capacity problem with Shellabarger Creek near your house. The City cannot work on private property to benefit individual property owners. Please contact Jim Walker at 771-3202 to discuss the specifics of your problems.. Sincerely, -)e2f z� ROBERT J. ALBERTS, P.E. City Engineer JCW/RJA/sdt DRNPROB.7TH/TXTST530 o Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan r '¢EC/S1ER� ��`' FOR OK"JoiVALt BOAAR .CONSTRUCTION Sizin Channel Cross Section Utilizing the Manning Formula Q = 1.49 AR 2/3 S1/2 n Q = 15.0 CFS. (Design flow per City of Edmonds Engineering Dept. Requirements) n 0.040(Canal with rough stony bed some weeds and stones) S - 6.97% (See plan view of site for existing stream topo.) A - 8 sq. ft. P - 7.66 sq. ft. (Wetted perlmeter) R - A - 1.04 where Solve for A required to give at least 15 US Q = 1.49 (8) (1.04)2/3(.0697)1/2 - 82.7 CFS _ 15.0 CFS'ok!:..,:.;. . 0.0, Hand Placed Rip -Rap Rockery (As required to hold bank) 4"-5" Minus - Quarry Spall or Native Stream Gravel struction. :lotify the City Engirear o: the scn^auiL v, __ ____ sing work (!;,, hiLi BE Ua:CERTAKEN IN THE PUBLIC RIG!:? -OF -WAY UNTIL AUTHORIZED BY THE ENGI!:EERING DEFAft.:'s.?JT) . If you have any quest -ors concerning the above, please contact the City Engineer'_ office. C0M:!Z?,T.4 �i) �i=A11J��� G�AOI►JG P«+� 'MUMEO P1iIDR_ 'i.. OF S0IV1014e, PicMl'f s — NP�GJt"art�'�t'i t'� 0 STIMA C11"I'1EL tMtH Mftjl%IVN CAr^Cf OF `�uotr: �e'(No0 OF . fi-A•►JO1.%4G Sefr4c E fho-1 a\ Y Spe-W e. V►JDea PIpr%it PiVG- 4 00 Slrt�ifTAt- ptkfj City i:nyT: z of E<:rxincs u 0 xa-& 44',V,04y / 7C A&9' MEMORANDUM January 7, 1992 TO: Dick Mumma Building Division �,,/ FROM: Jim Walker g e vv Engineering Division SUBJECT: 1985 DUNPHY FENCE PERMIT BUIZOINO JA N U 7 1992 srRFEr f��e I have reviewed Mr. Dunphy's January 4, 1992 response to your December 19, 1991 letter. His first point relates to Building/Planning issues, and I have no comment on it. Point'2 states that the fence at stream crossings was shown as wood and only interpreted as chain link in our recent review. He stated, in person, on December 23, 1991 that computer generated arrows were placed next to the fence and caused the plan to appear to show chain link where wood was proposed. I believe he is correct. His original plan did not propose chain link fence near stream crossings. Point 3 states that "there is no blockage of the stream at this time." There is currently no blockage of the stream's "base flow". However, the=fence will divert -storm water runoff from the stream. Based on observation, it appears that several storms each year would be diverted along the fence. The attached photocopy of photographs taken on January 11, 1991 shows the stream diverting during a storm. A storm of that intensity would be expected more often than twice a year but less than twelve times per year. (See attached Hourly precipitation data and excerpt from the Department of Ecology Storm Water Manual.) JCW/sdt Attachments DUNPHY/TXTST530 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN DRAFT APPENDIX AI-2.1 DERIVATION OF THE WATER QUALITY DESIGN STORM In instances where the stormwater management requirement is treatment to remove pollutants only without an additional requirement to control peak rate discharge there arises the need to establish an appropriate design storm for sizing of treatment BMPs. This design storm needs to be the minimum size to provide treatment of all the runoff volume from the site except that from relatively rare floods. Sizing a treatment facility for infrequent storms would result in a large facility that would be greatly underutilized most of the time. The cost becomes prohibitive to treat a few extra percent of the total runoff volume. TABLE AI-2.1 ANALYSIS OF SEA-TAC RAINFALL by Resource Planning Associates (1)) FROM 1950 - 1977 (Prepared Storm Event Precip. #` of Events Rainfall Amount Proportion Size Amount of Larger Events of Total' 1-month, 24-hr. .0.65" 390 415" 62% 6-month, 24-hr. 1.35" 58 -101" 91% 1-year, 24-hr. 1.60" 31 55" 95% 2-year, 24-hr. 2.00" 9 23" 98% The total rainfall from 1950 to 1977 was 1,100". The proportion of total represents the amount of rainfall accounted for by that storm size, and smaller sizes. For example the 1-month, 24-hour storm, and smaller storms, accounted for 1,100.- 415/1,100 = 62%. Table:AI-2.1 shows that relatively small storms account for a considerable proportion of the total rainfall; for example the 6-month, 24-hour, and smaller storms, accounted for over 90% of the total rainfall during the period 1950 through 1977; 98% of the rainfall was accounted for by storm sizes up to the 2-year, 247hour storm. Of course the proportion of runoff produced by the rainfall for any particular surface type will increase with increasing storm size. On the other hand, smaller storms may tend to produce runoff with higher concentrations of some pollutants because of the "first flush" effect which may occur in highly impervious areas following a dry spell. Therefore, as a first approximation, it seems reasonable to simply assume that the proportion of rainfall is approximately equal to the proportion of runoff. Having arrived at this point, the next step is to decide what is an appropriate runoff proportion to use in sizing the water quality storm. Ideally we would want to treat 100% of all runoff but the data in Table AI-2.1 show that the incremental proportion of rainfall (and hence runoff) accounted for rapidly diminishes for storm sizes larger than the 6-month, 24-hour storm. This means that the marginal costs for treating stormwater will rapidly increase when facilities are sized for storms larger than the 6-month, 24-hour storm. This point is demonstrated by considering a simple example using a one acre urban site with a curve number of 95 and time of concentration of 10 minutes. Using the SBUH method the following peak runoff rates and runoff volumes were obtained: DRAFT I-2-14 JUNE, 1991 JANUARY 1991 WASHINGTON STATION = A . HOUR ENDING P.M. HOUR ENDING 10ipE 1 2 3 4 5 6 78 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 11 .10 .20 .10 .10 .10 .30 .20 .30 .30 .20 .10 .10 .10 .10 .10 .10 2.50 12 .10 .20 .10 .30 .20 .20 .20 .20 .10 .10 .10 .10 .10 .10 .10 .10 .20 .10 .10 .20 2.90 13 .10 .10 .10 .10 .10 .10 .10 .10 .20 .10 10 .20 .10 .10 .10 1.70 14 .20 .10 .10 .10 .10 .10 .10 .20 .10 .10 .20 .10 1.50 15 .10 .10 .20 16 10 .10 .10 .30 28 .10 10 31 :10 .10 .10 .10 10 .10 .10 .10 .10 .10 .20 1.20 SATUS PASS 2 SSW 1 - - - - - - - - - - - - - 31 - - - - - - - - - - - - SEATILE URBAN SITE 6 .01 .02 .01 .01 .05 7 .02 .06 .07 .04 05 .03 .05 .05 .03 .02 .42 8 .01 .04 .03 .04 .05 .06 .04 .01 .02 .01 .02 .04 .37 9 I .01 .01 .01 .01 ,04 .09 .09 .13 .16 .06 .05 .08 .02 .02 .02 .03 .04 .79 .01 .03 .11 .10 .13 .11 .04 .08 .02 .04 .03 .01 .71 13 .02 .01 .01 .01 .02 .05 .12 14 .01 .01 .03 .01 .02 .03 .11 15 .04 .03 .01 .03 .02 .02 .04 .01 .20 16 17 .01 .01 .01 .01 .O1 .01 .04 28 .01 .01 SEATTLE TCOMA ASCMO AP 1 6 .01 .02 .02 .01 .01 .01 .01 .01 .01 .09 7 .05 .09 .03 .01 .02 .04 .06 .05 .01 .03 .02 .02 .01 .01 .02 .02 .01 .50 8 .01 .04 .01 .05 .05 .08 .04 .01 .01 .03 .02 .35 9 .05 .05 .03 .02 .01 .01 .02 .02 01 .03 .02 .04 .01 .03 .35 10 .05 .01 .03 .01 .02 .01 .02 .02 .01 .01 .04 .06 .01 .01 .31 1:9 '12 .07 .01 .07 .11 .05 11 .01 .17 .18 .12 .05 .01 .04 .07 .09 05 =--'"'"V. 07 .09 .07 .05 .07 .04 .03 .02 .01 .73 .94 13 01 .02 .01 02 .01 .09 .02 .01 .01 .02 .02 .02 .01 .01 .28 14 .01 01 .07 .02 .01 .01 .02 .05 .01 .01 .22 17 27 .01 01 .04 .04 .06 .04 31 .02 .09 .08 .07 .03 .03 .02 .12 .01 .01 .04 .01 .04 .01 .58 SKYKOMISH i ENE 1 7 .10 .10 .60 .10 .10 .10 .10 , .20 .10 .10 .10 80 .90 8 .10 .10 .10 .10 .10 .10 10 .10 .10 .10 .10 .10 .10 1.30 9 .20 .20 .10 .10 .10 .10 .80 10 .10 .10 .10 .10 .10 .50 11 .10 .10 .10 .10 .10 .10 .10 .20 .10 .10 1.10 12 .20 .10 .10 .20 .10 .20 .20 .30 .10 .10 .10 .10 .10 .10 .10 .10 2.20 13 .20 .10 .10 10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 1.60 14 .10 .10 .10 .10 .10 .10 .10 .10 .10 .20 .10 .10 1.30 15 .10 .10 20 .10 .10 .10 .70 16 17 .10 .10 .10 .10 28 31 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .80 SNOOUALMIE FALLS 7 8 .10 .10 .10 .10 .10 .20 .10 .10 .10 .10 .10 .10 .10 .20 .20 .10 .10 .10 1.40 .70 9 .10 .10 .20 .40 10 11 .10 .10 .10 .10 .10 .10 .10 .10 .20 .10 .10 .30 .90 12 .20 .20 .10 .20 .10 .20 .30 .10 10 .10 .10 1.70 13 14 .10 .10 .10 .10 .10 .20 .10 .10 .10 .4C .60 15 17 .10 .10 .10 .20 .10 28 .20 .20 13 • • / rir 1 _^ y [ ' �/� 1 j�P • { r�� nIN. r 1hM ;f r�• ;�1� 2 1�'1� �. .ap yY°i,•>� �i,. � t��°^�^b.,.J�►,+v; �1'tt ����t�,{..yy„�•, 1` ti\C \ }4-.S '7 7 / ii nary r4 1 ) �.r)• P yr� mJ ,�Y - Crt � �Y '�•� ^b +f�ip\��: 7L: SY�I!% /� s � , 1 `—) "�, ''�.�`•r�ls" �_� `"1j�,�`�"'/,Fi�;tiY,�r�. y M is . ; _ � / t, '�� ��'� qt• r r'"�, C'.• ``ems..'. •� 1� 1t�i r i., s t i � ��, •J r .� �} fit' zw ���" .'�+4r� i��+r � jtr:l�i,��' > k'""F {y '� a '•��O ,r vim. ����• ! ' ".°+7%7-i7:;n .F YtL.,slia. �l „' .•- � t �• � •/� �d�l��b4 0 i MEMORANDUM January 7, 1992 . TO: Dick Mumma V r� Building Division rk FROM: Jim Walker Engineering Division SUBJECT: 1985 DUNPHY FENCE PERMIT I have reviewed Mr. Dunphy's January 4, 1992",response to you,r.. December 19, 1991 letter. His first point relates to Building/Plan'riling issues, and I have no comment on it. Point 2 states that the fence at stream crossings was shown as wood and only interpreted as chain link in our recent review. He stated,.in ' person, on December 23, 1991 that computer generated arrows were:placed next to the fence and caused the plan to appear to show chain link where wood was proposed. I believe he is correct. His original plan did not propose chain link fence near stream crossings. Point 3 states that "there is no blockage of the stream at this time." There is currently no blockage of the stream's "base ow". However, the fence wi`Tl,,, iwert storm water runoff from the stream. Based on observation, --it appears that several storms each year would be diverted along the fence. The attached photocopy of photographs taken on January 11, 1991 shows the stream diverting during a storm. A storm of that intensity would be expected more often than twice a year but less than twelve times per year. (See attached Hourly precipitation data and excerpt from the Department of Ecology Storm Water Manual.)::. JCW/sdt Attachments DUNPHY/TXTST530 - Alberts 1 S� ' � f 1 r 1' �'i .r � �.� y��+yv� ,'��a 'i .�� M `°'� r��r%z�,,, �'•�r STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN DRAFT APPENDIX AI-2.1 DERIVATION OF THE WATER QUALITY DESIGN STORM In instances where the stormwater management requirement is treatment to remove pollutants only without an additional requirement to control peak rate discharge there arises the need to establish an appropriate design storm for sizing of treatment BMPs. This design storm needs to be the minimum size to provide treatment of all the runoff volume from the site except that from relatively rare floods. Sizing a treatment facility for infrequent storms would result in a large facility that would be greatly underutilized most of the time. The cost becomes prohibitive to treat a few extra percent of the total runoff volume. TABLE AI-2.1 ANALYSIS OF SEA-TAC RAINFALL by Resource Planning Associates (1)) FROM 1950 - 1977 (Prepared Storm Event Precip. #` of Events Rainfall Amount Proportion Size Amount of Larger Events of Total` 1-month, 24-hr. 0.65" 390 415" 62% 6-month, 24-hr. 1.35" 58 -101" 91% 1-year, 24-hr. 1.60" 31 55" 95% 2-year, 24-hr. 2.00" 9 23" 98% The total rainfall from 1950 to 1977 was 1,100". The proportion of total represents the amount of rainfall accounted for by that storm size, and smaller sizes. For example the 1-month, 24-hour storm, and smaller storms, accounted for 1,100.- 415/10,100 = 62%. Table-AI-2.1 shows that relatively small storms account for a considerable proportion of the total rainfall; for example the 6-month, 24-hour, and smaller storms, accounted for over 90% of the total rainfall during the period 1950 through 1977; 98% of the rainfall was accounted for by storm sizes up to the 2-year, 24-hour storm. Of course the proportion of runoff produced by the rainfall for any particular surface type will increase with increasing storm size. On the other hand, smaller storms may tend to produce runoff with higher concentrations of some pollutants because of the "first flush" effect which may occur in highly impervious areas following a dry spell. Therefore, as a first approximation, it seems reasonable to simply assume that the proportion of rainfall is approximately equal to the proportion of runoff. Having arrived at this point, the next step is to decide what is an appropriate runoff proportion to use in sizing the water quality storm. Ideally we would want to treat 100% of all runoff but the data in Table AI-2.1 show that the incremental proportion of rainfall (and hence runoff) accounted for rapidly diminishes for storm sizes larger than the 6-month, 24-hour storm. This means that the marginal costs for treating stormwater will rapidly increase when facilities are sized for storms larger than the 6-month, 24-hour storm. This point is demonstrated by considering a simple example using a one acre urban site with a curve number of 95 and time of concentration of 10 minutes. Using the SBUH method the following peak runoff rates and runoff volumes were obtained: DRAFT I-2-14 JUNE, 1991 <f. JANUARY 1991 WASHING70N A , HOUR ENDING P,M. HOUR ENDING STATION = 'oiai 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 I 10 .20 .10 .10 .10 .30 .20 .30 .30 .20 .10 .10 .10 .10 .10 .10 2.50 12 .10 .20 .10 .30 .20 .20 .20 .20 .10 .10 .10 .10 .10 .10 .10 .10 .20 .10 .10 .20 2.90 13 .10 .10 .10 .10 .10 .10 .10 .10 .20 .10 .10 .20 .10 .10 .10 1.70 14 .20 .10 .10 .10 .10 .10 .10 .20 .10 .10 .20 .10 1.50 15 .10 .10 .20 16 10 .10 .10 .30 28 31 10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .20 .10 1.20 SAIUS PASS 2 SSW 1 - - - - - - - - - - - - - - - - - - - - - 31 - - - - - - - - - - - - - - - - - - - - - SEATTLE URBAN SITE 6 7 .02 .06 .07 .04 .05 .03 .05 .05 .03 .02 .01 .02 .01 .01 .05 .42 8 .01 .04 .03 .04 .05 .06 .04 .01 .02 .01 .02 .04 .37 9 .01 .01 .01 .01 06 .05 .09 .02 .02 .02 .03 .04 .79 12 .01 .03 .11 .10 .13 .11 .04 .08 .02 m.02 .04 .03 .01 .71 13 .02 .01 .01 .01 .05 .12 14 .01 .01 .03 .01 .02 .03 .11 15 .04 .03 .01 .03 .02 .02 .04 .01 .20 16 17 .01 .01 .01 .01 .01 .01 .04 28 .01 .01 SEATTLE TCOMA WSCMO AP 1 6 .01 .02 .02 .01 .01 .01 .01 .01 .01 .09 7 .05 .09 .03 .01 .02 .04 .06 .05 .01 .03 .02 .02 .01 .01 .02 .02 .01 .50 8 .01 .04 .01 .05 .05 .08 .04 .01 .01 .03 .02 .35 9 .05 .05 .03 .02 .01 .01 .02 .02 .01 .03 .02 .04 .01 .03 .35 10 .05 .01 .03 .01 .02 .01 .02 .02 .01 .01 .04 .06 .01 .01 .31 11: .01 .05 .01 .01 .07 .09 05 .07 09 ,OS .07 .04 .03 .02 .73 12 .07 .07 .11 .11 .17 .18 .12 .05 .04 .01 .94 13 .01 .02 .01 .02 .01 .09 .02 .01 .01 .02 .02 .02 .01 .01 .28 14 .01 .01 .07 .02 .01 .01 .02 .05 .01 .01 .22 17 27 .01 .01 .04 .04 .06 .04 31 .02 .09 .08 .07 .03 .03 .02 .12 .01 .01 .04 .01 .04 .01 .58 SKYKOMISH 1 ENE 7 10 .10 .10 .10 .10 .20 .10 .10 .10 .90 8 .10 .10 .10 .10 .10 .10 .10 .10 .10 ,10 .10 .10 .10 1.30 9 .20 .20 .10 .10 .10 .10 .80 10 .10 .10 .10 .10 .10 .50 11 f0 .10 .10 .10 .10 .10 .10 .20 .10 .10 1.10 12 .20 .10 '10 .20 .10 .20 .20 .30 .10 .10 .10 .10 .10 .10 .10 .10 2.20 13 .20 .10 .10 .10 .10 .10 :10 .10 ,10 .10 .10 .10 .10 .10 .10 1.60 14 .10 .10 .10 .10 .10 .10 .10 .10 .10 .20 .10 .10 1.30 15 .10 .10 .20 .10 .10 .10 .70 16 17 .10 .10 .10 .10 28 .10 .10 31 .10 .10 .10 .10 .10 .10 .10 .10 .80 SNOOUALMIE FALLS 7 .10 .10 .10 .20 .10 .10 .10 .10 .20 .20 .10 1.40 8 .10 .10 .10 .10 .10 .10 .10 .70 9 .10 .10 .20 .40 .10 t0 30 11 10 .10 .10 .10 .10 .10 .20 .10 .90 12 .20 .20 .10 .20 .20 .30 .10 .10 .10 .10 1.7 13 .10 10 .10 .20 0 14 .10 .10 .10 .10 .10 .10 .60 Is 7 1 .10 .10 .t0 1 .0 28 .20 .20 13 cl �f +s �"„F �j'�a�y9+/f ll��k 7! •' `.fL*• �.UK- �� '••t. 7 •r•�.._ r w �,'`�...+.fit tk�^y% �-wN .� ., i�7.,r .. •tea` `.:'�RFtiv� f';?�r�,.,�'°•_ s '�' G _.#,. n ..�.� a� z ..` L . -0 0 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN DRAFT APPENDIX AI-2.1 DERIVATION OF THE WATER QUALITY DESIGN STORM In instances where the stormwater management requirement is treatment to remove pollutants only without an additional requirement to control peak rate discharge there arises the need to establish an appropriate design storm for sizing of treatment BMPs. This design storm needs to be the minimum size to provide treatment of all the runoff volume from the site except that from relatively rare floods. Sizing a treatment facility for infrequent storms would result in a large facility that would be greatly underutilized most of the time. The cost becomes prohibitive to treat a few extra percent of the total runoff volume. TABLE AI-2.1 ANALYSIS OF SEA-TAC RAINFALL by Resource Planning Associates (1)) FROM 1950 - 1977 (Prepared Storm Event Precip. # of Events Rainfall Amount Proportion Size Amount of Larger Events of Total' 1-month, 24-hr. 0.65" 390 415" 62% 6-month, 24-hr. 1.35" 58 •101" 91% 1-year, 24-hr. 1.60" 31 55" 95% 2-year, 24-hr. 2.00" 9 23" 98% The total rainfall from 1950 to 1977 was 1,100". The proportion of total represents the amount of rainfall accounted for by that storm size, and smaller sizes. For example the 1-month, 24-hour storm, and smaller storms, accounted for 1,100.- 415/1,100 = 62%. Table AI-2.1 shows that relatively small storms account for a considerable proportion of the total rainfall; for example the 6-month, 24-hour, and smaller storms, accounted for over 90% of the total rainfall during the period 1950 through 1977; 98% of the rainfall was accounted for by storm sizes up to the 2-year, 24.-hour storm. Of course the proportion of runoff produced by the rainfall for any particular surface type will increase with increasing storm size. On the other hand, smaller storms may tend to produce runoff with higher concentrations of some pollutants because of the "first flush" effect which may occur in highly impervious areas following a dry spell. Therefore, as a first approximation, it seems reasonable to simply assume that the proportion of rainfall is approximately equal to the proportion of runoff. Having arrived at this point, the next step is to decide what is an appropriate runoff proportion to use in sizing the water quality storm. Ideally we would want to treat 100% of all runoff but the data in Table AI-2.1 show that the incremental proportion of rainfall (and hence runoff) accounted for rapidly diminishes for storm sizes larger than the 6-month, 24-hour storm. This means that the marginal costs for treating stormwater will rapidly increase when facilities are sized for storms larger than the 6-month, 24-hour storm. This point is demonstrated by considering a simple example using a one acre urban site with a curve number of 95 and time .of concentration of 10 minutes. Using the SBUH method the following peak runoff rates and runoff volumes were obtained: DRAFT I-2-14 JUNE, 1991 JANUARY 1991 WASHINGTON A . HOUR ENDING P.M. HOUR ENDING STATION = 101A1 1 2 3 4 5 6 7 B 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 it 10 .20 .10 .10 .10 .30 .20 .30 .30 .20 .10 10 .10 .10 .10 .10 2.50 12 .20 .10 .30 .20 .20 20 .20 .10 .10 10 .10 .10 .10 .10 .10 .20 .10 .10 20 2.90 13 .10 .10 .10 .10 .10 .10 .10 .10 .10 .20 .10 .10 .20 .10 .10 .10 1.70 14 .20 .10 .10 t0 .10 .10 t0 .20 .10 .10 .20 .10 1.50 1s 16 .10 .10 .10 .10 .10 .20 .30 28 31 :10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .20 .10 1.20 SAiUS PASS 2 SS11 i - - - - - 31 - - - - - - - - - - SEAiiLE URBAN SITE 6 7 06 .04 .05 .03 .05 .05 .03 .02 .01 .02 .01 .01 .05 .42 8 .02 .07 .01 .04 .03 .04 .05 .06 .04 .01 .02 .01 .02 .04 .37 9 ( 01 .01 •01 01 04 .09 .09 ---- .13 .16 .06 .05 .08 .02 .02 .02 .03 •04 .79 01 .03 .11 ,10 .13 .11 .04 .08 .02 .04 .03 .01 .71 13 .02 .01 .01 .01 .02 .05 14 15 .01 .01 .03 .03 .01 .03 .01 .02 .02 .03 .02 .04 Ot :1 11 .220 16 17 .04 •01 .01 01 .01 04 28 .01 .01 .01 •01 SEAiiLE iCOMA NSCMO AP 1 6 01 .02 .02 .01 ,01 .01 .01 .01 .01 .09 7 .02 .04 .06 .05 .01 .03 .02 .02 .01 .01 .02 .02 .01 .50 8 9 .05 .09 .03 .01 .01 .04 .01 .05 .05 .05 .05 .08 .03 .04 .02 .01 .01 .01 .02 .02 .01 .01 .03 .02 .03 .02 .04 .01 .03 .35 .35 1.Q 1,1 .05 .01 .03 O1 .01 '05 .02 .01 .01 .02 .02 .01 .07 .09 .05 .07V .01 09 .01 ,07_ .05 .07 .04 .04 .03 .06 .02 .01 .01 .31 .73 12 13 .07 .07 .11 .01 11 .02 .17 .18 12 .05 .04 .01 .09 .02 .01 .01 61 .02 .02 .02 .01 01 .01 .94 .28 14 .01 .02 .01 .01 .07 .02 .01 .01 .02 .05 .01 .01 06 17 27 .01 .01 .04 04 .22 .04 31 .02 .09 .08 .07 .03 .03 .02 .12 .01 •01 .04 .01 .04 •01 .58 SKYKOMISN i ENE 1 .10 10 .60 .10 .10 .10 .10 .20 .10 .10 .10 .80 ,90 8 .10 .10 .10 .10 .10 t0 20 .20 .10 .10 .10 .10 .10 .10 10 .10 .10 .10 .10 1.30 .80 10 11 .10 .10 .10 .10 .10 .10 .10 .10 .20 ,10 .10 .10 .10 .50 10 12 .10 .10 .10 .20 .10 .20 .20 .30 .10 10 .10 .10 .10 .10 .10 .10 21 .20 13 .20 .10 .10 .10 .10 .10 .10 .10 .10 ,10 .10 .10 .10 .10 1.60 14 .20 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .20 .10 .10 1.3C 7C 15 16 .10 .10 .20 .10 .10 .10 .10 .1C 17 28 10 .10 .1C .1( 31 .10 .10 .10 .10 .10 .10 .10 .10 .V SNOOUALMIE FALLS 7 88 .10 .10 10 .10 .20 .10 .10 .10 .10 t0 .10 .10 .20 .20 10 .10 .10 1.0 .4( 10 .10 .10 .10 .10 .20 .10 .3( 11 .10 t0 .10 t0 .10 .10 .10 .20 .10 .9( 13 .20 .20 .10 .20 .10 .20 .30 .10 t0 .10 .10 1.41 15 .10 .10 .10 10 .20 .10 t0 .10 .10 .10 10 .1( 28 .20 .2( 13 • • CITY OF EDMONDS 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-3202 COMMUNITY SERVICES: Public Works a Planning • Parks and Recreation • Engineering .890 199 December 19, 1991 Mr. Dunphy 1126 B Avenue Edmonds, WA 98020 Re: Fence Constructed On Site Mr. Dunphy: LARRY S. NAUGHTEN MAYOR STgEFt F14f PETER E. HAHN DIRECTOR The Engineering and Planning Departments have identified a problem with the construction of the fence on your site constructed under a 1985 building permit. The two problems identified are: 1. A stream was not shown on the original plot plan submitted with the application, and, 2. The permit showed a chain -link fence and a wooden fence was actually installed contrary to the approved plans. The Engineering Department believes the wooden fence is blocking the stream and causing problems upstream. They are requesting that I take action to correct the problem identified. Therefore, I request that you make whatever changes necessary to bring the configuration of the fences on your property in compliance with the configuration reflected in the approved plans under the 1985 permit, thus eliminating the restriction to the stream. Our office will inspect your site again after January 1, 1992 to see if the changes are made. If the changes have not been made, as requested, action will be taken to establish daily fines until the changes are made. If you have any questions regarding this me at 771-32OZ. S ncerel Richard R. Mumma RRR:sfn DUNPHY/TXTDOS62 action, feel free to contact o Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan 0 1 f�-� 77< (gyp M E M O R A N D U M July 9, 1991Cam: TO: Bob Alberts, City Engineer FROM: Jim Walker, Hydraulics Engineer SUBJECT: SETBACK DEVIATION REQUEST: KURTIS DUNPHY, 1126 'B' AVENUE Kurtis Dunphy requested a deviation from setback requirements for a deck already under construction. I believe we should grant that setback request. The deck under construction will be at least ten feet from the open channel tributary to Shellabarger Creek. The deck is several feet higher than the channel on the uphill side of the stream. Had a drain line been originally installed instead of the open channel, no deviation would be required. The existing open channel allows adequate access for maintenance. However, other structures proposed in the same permit may present problems. The planned walkways will cross the stream and cause problems if they are not properly designed. The stream was relocated when the house was installed and was shown being two feet wide at bottom, with 1:1 side slopes and having a depth of two feet. The existing stream section is much smaller, probably due to sedimentation. The walkway stream crossings need to be designed to avoid impacts to surface water flow. The Dunphy's property line fence is currently causing a problem. Debri and sediment have collected at the fence and diverted storm water along the fence to neighbors' properties instead of allowing flow to continue in the stream. I believe it is reasonable to grant Kurtis Dunphy's original request, but that additional conditions should be required for the walkways. Walkways or fences should be designed so that no change in location or capacity of existing facilities or natural features that receive.and/or discharge storm water will result: JCW/sdt DUNPHY/TXTST530 , DETERMINATION OF NONSIGNIFICANCE Description of proposal Deck Addition and Deck Platform Proponent Kurtis & Shirley Dunphy 1126 B Ave., Edmonds, WA 98020 Location of proposal, including street address, if any 1126 B Ave., Edmonds, WA 98026 Lead Agency Edmonds Planning Division The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. X There is no comment period for this DNS. _ This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by Responsible Official Jeffrey S. Wilson Position/Title Current Planning Supervisor Phone 771-3202 Address 250 5th Ave. N., Edmonds WA 98020 DateSS`q( Signature —T X You may appeal this determination of nonsignificance to Hearing Examiner at 250 5th Ave. North, Edmonds, WA 98020 no later than August 22, 1991 by filing a written appeal citing reasons. You should be prepared to make specific factual objections. Contact John Bissell to read or ask about the procedures for SEPA appeals. There is no agency appeal. 4 Complete this checklist for nonproject proposals, even though questions may be answered "does not apply". IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area." respectively_ A. BACKGROUND 1. Name of proposed project, if applicable: Da E S N s -r h PPl- y 2. Name of applicant: eug],i' \ 3 F. 90 0 5Ni Rt y,9 . f a Afm y 3. Address and phone number of applicant and contact person: //.2 G ' $ ' 4AF. slo�► F: 77s-• 8'97 V F'oMo"os, W4 9So2c 4. Date checklist prepared: S115171 , 5. Agency requesting checklist: 6. Proposed timing or schedule (including phasing, if applicable): Noun 7. Do you.have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. .�d 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. NOAJ F 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. ,N oivE 10. List any government approvals or permits that will be needed for your proposal, if known. CoNsTRvCA&AI PERM IT =*.A C/Ty o a CPA* a DS 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You'do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) N is �4 F �e � T1�D �r/K €y/�rEe. y �4 D J SAC f%vT r� AI► y //off E GN��-� Ea`i sTi,vC, , U PrEiP-S3'b1t y D 6GX. �G Sa A OD /o �X /o ' 06«C �XT6N�l�(' f�Po�j JEcXt 400AID *r rvg, �G 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the •site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 11,4G 18, 4VE . CQMoo sl wA f fro 2v TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other /&416ST fOR71*4 Op S/TE is F14T� Rrm4ivD6 is 5LOPEP. b. What is the steepest slope on the site (approximate percent slope)? %/% c. What general ty es of soils are found on the site (for example, clay, sand, gravel, peat, muck? If you know the classification of agricultural soils, specify them and note any prime farmland.AvCICA"4D 5 AN0,440 col ^V61. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe.OMOX. /00-200 Yos OROA sire, so& *S A$ #X.,i,V#tE OM "AY 409b AluC& r I++ e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. /U 040 r f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? pecK/NG w14c Coy aF 44C4 14�RE,lDV COIP6RED ICY #A# SX/StiA+t, 2,Njo Cro D ER-4PP�eY• Go 90 Ns R y �K. co81�,�Nc E Q p r'"c"'t 4u'" c "A 4 bour S'-T% o f 480*CA#6#-AJ1A1c. sir h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 140A & NGGEDEp a • • 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. PO AP IF b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. ND9F c. Proposed measures to reduce or control emissions or other impacts to air, if any: look E N EE C F'D 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. T)4ER6 1 S SrReAM o#4ic/i Rubs No cL.asot rmij 21 %L FEET rom rms ctoz eir,00iNT dF conrrRocrtad 2) Will the project require any work over, in or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. P6 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. NOu F 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. Now 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No4C 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. 140 b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. Rode • 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. ,J o N E c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Oo ES A'oT A PP1-Y 2) Could waste materials enter ground or surface waters? If so, generally describe. WO d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: �t o A3 E ru C C- DE 1 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other _ evergreen tree: fir, cedar, pine, other _ shrubs _ grass _ pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other _ other types of vegetation b. What kind and amount of vegetation will be removed or altered? NON C c. List threatened or endangered species known to be on or near the site. XOAJ E d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: HONE 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other- L!QdwSi.�Thii�:!'!l�tt.a SeAARout S, VM mammals: deer, bear, elk, beaver, other: .A&JU ... ......... fish: bass, salmon, trout, herring, shellfish, other: .A �; /!i.k......... b. List any threatened or endangered species known to be on or near the site. wo N E c. Is the site part of a migration route? If so, explain. IWO d. Proposed measures to preserve or enhance wildlife, if any: NoN'C NCG10OP 6. Energy and`Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. J5rL6G7'R1r,A& bQUIP, eMT rO ROB 7_0fM0*TZK 4,MD ISLovrER t=ok � 007' Tv1 b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. QV� c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: po ss mor 4PPcy 7. Environmental Health a. Are there any environmental health hazards, includinq_exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. DuEs AtO*r 0<10JOLy' . 1) Describe special emergency services that might be required. 2) Proposed measures to reduce or control environmental health hazards, if any: b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? N O N' E 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. NO Sov~.a F&A 7W E NoT . TO D f�wPM E�t1T, Tr / s Fit t R 4 y QU # 6T 4 At Y WA Y 409 IT w1f-L NAvf 4 Modcmh* *,# IT. 3) Proposed measures to reduce or control noise impacts, if any: NouSING .AROUPA THE Nor Vig E4VIP,%6.vr 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? R6SIA6IJTIhL b. Has the site been used for agriculture? If so, describe. $0 c. Describe any structures on the site. MY RE9/1DENCE d. Will any structures be demolished? If so, what? Na e. What is the current comprehensive plan designation of the site? x ') O kp T & A-ArG h. Has any part of the site been classified as an "environmentally sensitive"�Q area? If so, specify. I D O .(/ aT 'r,"T M Y P'fOP1FJcTY i.s co.0 s� veRF� SrAs trips . A E C/,f AeMs vry 4A j4CO7- Tb M IN F N,4t AC Al PCC40fNO A 'GREEN 654r'dr 7*6 Q i. Approximately how many people would reside or work in the completed project? 3 PEopLF 1,/&.1(_ iIN EXisrIN(; RFrIPCL uCE . j. Approximately how many people would the completed project displace? lV 0.4) k. Proposed measures to avoid or reduce displacement impacts, if any: Nod F 1. Proposed measures_ to ensure the proposal is compatible with existing and projected land uses and plans, if any: A16#6 ArE1LcAEJ7 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. "0 4.) F b. Approximately how many units, if.any, would be eliminated? Indicate whether high, middle, or low-income housing. Poo N o.r .4 rpi-r c. Proposed measures to reduce or control housing impacts, if any: ,PO Es . 07* 4 JOPL Y IU_ Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? AdE s 0-0- + PP LY b. What views in the immediate vicinity would be altered or obstructed? No4 <- c. Proposed measures to reduce or control aesthetic impacts, if any: Nd#J f 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Foes voT �4PP�y b. Could light or glare from the finished project be a safety hazard or interfere with views? /v c. What existing off -site sources of light or glare may affect your proposal? NoN E d. Proposed measures to reduce or control light and glare impacts, if any: 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? molk F b. Would the proposed project displace any existing recreational uses? If so, describe. 00 DoEs .JOT ,4 PPJ- y c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: )VOAJ F 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. jbEs PdT ..+PfLY c_ Proposed measures to reduce or control impacts, if any: IvsNE u��D6D 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. tiles' 4PPJ.IGhOLE b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? A)rJ c. How many parking spaces would the completed project have? How many would the project eliminate? d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). ts0 e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. ,L)O f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. NOT 4 f PA-1OA OL-F g. Proposed measures to reduce or control transportation impacts, if any: NONE 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. AJ o b. Proposed measures to reduce or control direct impacts on public services, if any. koNF 16. Utilities a. Circle utilit . Curren available t the site: electricity natural gas, Ovate of se servi a ep o ary s r, sep em, other. OF b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. OM-Y 610 ST1 -AJG Ec.LecTRtcirY roR -lie Ner Tv A . C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead _agency i%s r��ely'ng on them to make its decision. Signature:.l..•... . . ............................... i�+ Date Submitted: ... '��./�/��.................................. D. Supplemental Sheet for Nonproject Actions (Rezones, Code Changes, Annexations, etc.) -- Do not use this sheet for project actions. Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: ' 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. ENVCHK3/PFORMS Compfiete this checklist for nonproject proposals, even though questions may be answered "does not apply". IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area." respectively. A. BACKGROUND 1. Name of proposed project, if applicable: 2. Name of applicant: 3. Address and phone number of applicant and contact person: 4. Date checklist prepared: 5. Agency requesting checklist: 6. Proposed timing or schedule (including phasing, if applicable): 7. Do you.have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. 10. List any government approvals or permits that will be needed for your proposal, if known. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You'do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) PUBLIC WORKS DEPARII�ENT IST / G 7 0 36 3 0 BUILDING PERMIT REVIEW 2 (address)to 11C Street Right -of -Way Existing 40Q o REQD Z ' Access Easements Existing 0Aj REQD H p4 Utility Easement Existing S"��."� ''1 REQD w Lot Per Subdi.visid nIZ-1'j Plat --- Assessor Map w Site Plan Checked for Accuracy �. z Underground Wiring Reqd. H Check Accuracy of Legal DescriptionLft `s z Review by Date w Existing Water Main Size 4 '' Water Fain Required —" Service Line Required Hydrant Size Existing --� Hydrant Reqd Per Fire Code -- Size w Detector Check Meter Reqd. Cross Connection Inspection ,ct0 H Fire Department Conments 3 Water Meter Charge Req .�3 o Review by CL'.�� Date Septic Tank Design Approved Date Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availabi Proj . Pe-A- DrLE,aing No. / File No. S / / Side Sewer Availability. w w Sanitary Sewer. Connection Fee Reqd. 3 Review by ,e:kz� Date w Open Ditch Existing Reqd. Reqd. H C}slvert Regd.. , �� 11�2 Size w Catch Basin Reqd. f�? Indicate on Site Plan 0 Shoulder drainage maintain collection on swale open runoff H `n 1 taphole re d. q &.a Indicate on Site Plan Soil Conditions and Ground Water Field Checked bc�'oJ Review by. �a• Date Revised: Iv10-1977 • Mav"1 Date 01978 MEMO TO: John B. Mitchel ` ��.�h'�g Water/Sewer Superi tei��ient FROM: Richard H. Allen S Assistant City Engineer- T FILE SUBJECT: SEVIER CONNECTION CHARGES Legal Description: Lot C, Bomar Construction Company Short Subdivision S-22-77 Commonly known as: 1126 "B"'Avenue Owner: Bomar Construction Z.F.F. Calculation: ( ) Z.F.F. x ( ) Lateral x ( 0 ( ) Unit(s) x ( $25 * Minimum Charge APPROVED BY\,,- i c Leif DLD:jac Direc CC: Owner _ $ 300.00 * Connection Fee _ $ 0 Lateral Charge $ 25.00 Trunk Charge $ 10.00 Permit $ 335.00 TOTAL Larson, P.E. of Public Works .9/1n/77 left CITY OF EDMONDS �►. PUBL #. S DEPARTMENT, ENGINEEf�' VISION APPLICATION FOR RIGHT—OF-14AY CONSTRUCT I ONd PERM I T THIS PERMIT MUST BE,AVAILABLE AT THE JOB SITE FOR INSPECTION PURPOSES Applicant to Complete Parts A and B A, Permit to be issued to: For Work at:(address or vicinity);"Q��'f Type of Work to be done: (attach drawing when applicable) Time Required -- Start: Owner=%%'�•�i C �a.�'Si`. Name Mailing Address City State Zip Contractor:/j�'. ;'� �!' tic •,i _ Name Mailing Address City State Zip Finish: Telephone Number State License Number Telephone Number B. INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the applicant or the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is subject to inspection and restoration in accordance with City Code. A 24-hour notice is required for inspection by Engineering. Call 775-2525, ext. 220. I understand that this permit must be available at the job site for inspection purposes at all times. -.--? i Signature�.',i•> �. tii Jate: J>.._/? Own or Agent , TO BE COMPLETED BY ISSUING AGENCY: Date Issued: 2.:.:• Permit No. r�•,. 1 '_? Fee: Security Bond: - ------- Time Authorized:,�- APPROVED BY Date: •� >. CITY OF EDMONDS PUBLI S DEPARTMENT, ENGINEE IVISION APPI 1 CAT 1 n, FOR RIGHT-OF-WAY C0NST RHC ON PFRM T141S PERMIT MUST BE AVAILABLE AT THE JOB SITE 1?OR INSPECTION PURPOSES Applicant to Complete Parts A and B A, Permit to be issued toc For Work at:(address or vicinity)' Type of Work to be done: i," (attach drawing when applicable) Time Required -- Start: 3 Finish: - Owner: r C't--r s Name Mailing Address City State Zip Contractor: :,Z,-„<,,.- c-r�•�� Name Mailing Address City State Zip STREET FILE Telephone Number State License Number. Telephone ;lumber B. INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the applicant or the City of Edmonds, or any of its departments or employees, including or not limited to the defense of: any legal proceedings including defense costs, court costs, and attorney fees by reason of: granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will, be processed for issuance to the applicant. Work is subject to inspection and restoration in accordance with City Code. A 24-hour notice is required for inspection by Engineer.i.ng. Call. 775-2525, ext. 220. I understand that this permit must be available at the job site for inspection purposes at all. times. Signature: 1 VI -LC. 1 t�.rar ,c'r.�•' _Date: 1 /,S /7, T _ Owhe'r or Agent/ C, TO BE COMPLETED BY ISSUING AGENCY: Date Issued:-�� � �� �-Permit No.:'7 Fee: Security Bond: —' Time Authorized:_ APPROVED BY Date: ---�� 1.0-771v (Revised I - __j � � --., � - - , , - , � . - - � - - -- I ,- - - I . � - I . � - - I - - - . - , I - 1, . , w - - � I � j � - i - . - I I k , . . I t I � . , , � , , - , : � I - � I I . � - - - - - � � - � -- -- - ,-- - - - - -- I - I - - ,- . � - - - - I -- I I \ r� I I . I � I I , . --,- - - .. . � I �l - 11 I .., --- - -- -- , i '.. .. , - , � � , ) � . 1--A . . , . � I I I - , - , :1. - t � . I 11 / / - . . . .......... ....... ..... ... .................. 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