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9225 OLYMPIC VIEW DR.PDFiiiiiiii iiiiii 12677 9225 OLYMPIC VIEW DR TAX ACCOUNT/PARCEL NUMBER: 15 �� - 03) 2-0 CD BUILDING PERMIT (NEW STRUCTURE): COVENANTS(RECORDED)FOR: CRITICAL AREAS: Q. DETERMINATION: ❑ Conditional Waiver ❑ Study Required Xwaiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): -i� % I �AXJV(JV �iJ . U� `� �7�( Imo° 1 03 PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: `7166(/ 0 SEWER LID FEE $: LID #: I 3Z4 SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: 41 SIDE SEWER PERMIT(S) #:� ✓ J SOILS REPORT DA STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DATED: LATEMPTST'sTonn Street File Checklist.doc PLANNING DATA SINGLE FAMILY RESIDENTIAL STREET FILE Name: G ^ & D; 7-70 '31 30 0 0 (00) Site Address: Z Z S 69 NI rc: v1 �w Df!`. Date:1 Z Z Plan Check r* : (3G Q. 20 rL Project Description: Adk) �- Reduced Site Plan Provided: (0/ NO) Zoning: �j-- f2_ Map Pager—" Corner Lot: (YES J� Flag Lot: (YES / Critical Areas Determination 9: .�Required [I waiver _ � Su 6Study 1 , �/,, wJf� v� / . D v �S, r/� ('rJ/ c M vve a SEPA Determination:. Exempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Re aired Setbacks a Street: Z Side: I� Side: Rear: Z Actual Setbacks Street: K Side: � 3 � Rear: b 1 .Detached Structures: ZY�I'�( q°`�e d C. �.'.� ❑ Rockeries: ❑ Fences/Trellises: ❑ Bay Windows/Projecting Modulation: ❑ Stairs/Deck: _ Buildin Hei ht Datum Point: fjl &-?-r /y� j� e f' _ _ Datum Elevation: Maximum Height Allowed: 2S ! { 4 Actual Height: Zy, 3 Other Parking Required: Z Parking Provided: Z f- Lot Area: �� a 2. 6 Maximum Lot Coverage: 35% Proposed: Lot Coverage Calculations: Ad C, gwrnSe Co e .+- gc/c/In iv SZ ADU Created: (YES cv ,1Je \ Subdivision: Legal Nonconforming Land Use Determination Issued: (YES / CVC3 Comments 16' a C " Zm Z , � M�ec Plan Review By: 0i Z fJ i Plarxrog Data form 04•11-06boc s7 5� 9 City of Edmonds 10 Critical Area Notice of Decision Applicant: (06- Property Owner: t C � Critical Area File #: d �— 01 6 Permit Number: Site Location: U� Parcel Number: 2--70 3i 3 001 O N00 • Project Description: c J %� N�Q% �- (S In C 1b . t�- Conditional Waiver. No critical area report is required for the project described above. 1. There will be no alteration of a Critical'Area or its required buffer. The proposal is an allowed activity pursuant to ECDC 23.40.220, 23.50.220, and/or 23.80.040. The proposal is exempt pursuant to ECDC 23.40.230. ❑ Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and sediment control plan in compliance with ECDC 18.30. ❑ Critical Area Report Required: The proposed project is within a critical area and/or a critical area buffer and a critical area report is required.`A critical area report has been submitted and evaluated for compliance with the following criteria pursuant to ECDC 23.40.160: 1. The proposal minimizes the impact on critical areas in accordance with ECDC 23.40,120, Mitigation sequencing; 2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare on or off the development proposal site; 3. The proposal is consistent with the general purposes of this title and the public interest; 4. Any alterations permitted to the critical area are mitigated in accordance with ECDC 23.40.110, Mitigation requirements. 5. The proposal protects the critical area functions and values consistent with the best available science and results in no net loss of critical functions and values; and 6. The proposal is consistent with other applicable regulations and standards. ❑ Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.1.60 and the provisions of the City of Edmonds critical area regulations. See attached findings of noncompliance. ('Favorable Critical Area Decision. The proposed project as described above and as shown on the attached site plan meets or is exempt from the criteria in ECDC 23.40.160, Review Criteria, and complies with the applicable provisions of the City of Edmonds critical'area regulations. Any subsequent changes to the proposal shall void this decision pending re -review of the proposal. ❑ Conditions. Critical Area specific condition(s) have been applied to the permit number referenced above. See referenced permit number for specific condition(s). 114i k Ck SIV,,rl Reviewer �"- A ��- Signature tz 6 /v Date Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any, for the permit or approval involved. Revised 12/10010 JLL-11-2003 11: 57 -41 6445:9, ................... V m V -V P. 03/03 STRE�T FILE ' kf R CEIVED JUL 2 9 2003 knPERMIT COUNTER i ,-0 El TOTAL P.03 PLANNING DATA SITE ADDRESS:_ `Y 2ZS C:'V PLAN CHK#: 03 Tlo�h PROJECT DESCRIPTION: Gi! �� �P o��� REDUCED SITE PLAN PROVIDED?: QCqs / No MAP PAGE: -35H CORNER LOT: es o FLAG LOT: Yes o ZONING: F-5—1 2., CRITICAL AREAS DETERMINATION 017 " 1(e I ❑ Study Required: Waiver ❑ Conditional Waiver SEPA DETERMINATION: ❑ Fee ❑ Checkllst ❑ APO list w/ notarized form ❑ (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake BI Ilinger) tXExempt q Gyms SETBACKS: Required Setbacks: Street: 2s LeftSide: io Right Side: 10 Rear: 2S lit�Ge��r� Actual Setbacks- or Street:Left Side: /O / Right Side: /5 Rear: ✓�/ � �+ `� Street map checked for additional setback required? es / NoX NA ❑ DETACHED STRUCTURES: �/� i'CS$ r 4" ❑ ROCKERIES: (pOfi ❑ FENCES/TRELLISES: ❑ BAY WINDOWS / PROJECTING MODULATION: ❑ STAIRS / DECKS: PARKING:. Required:Z Actual:_'r LOT AREA: LOT COVERAGE: BUILDING HEIGHT: Datum Point: _Datum Elevation: • GQ,/ Maximum Allowed: �F/1' Actual Height: 6" �y A.D.U. CREATED?: No / Yes Of `CIS SUBDIVISION: !� � LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: Yes / No G ,reG OTHER: Plan Review By: NewBPPlanningDataForm.DOC CITY OF EDMONDS 1215th Avenue North, Edmonds WA 98020 Phone: 425.771.0220 • Fax: 425.771.0221 • Web: www.edm6ndswa.gov DEVELOPMENT SERVICES DEPARTMENT • PLANNING DIVISION `)7c. 189" Critical Areas Reconnaissance Rep'ort Update -- _t Crrtrcal Areas File�Numb�er �a �NCRA19970161 Determination Study Required Tax Account Number 27031300101400 THIS PARCEL WAS PREVIOUSLY IDENTIFIED AS A `WAIVER' IN 1997. HOWEVER, THE CRITICAL AREAS CODE UPDATE OF 2005 RECORES REASSESSMENT OF THE ORIGINAL DETERMINATION. Site Description During review and inspection of the subject site, it was found that the site may contain (or be adjacent to) critical areas, including Geologically Hazardous Areas (Erosion and/or Landslide Hazard Areas), pursuant to Chapters 23.40 and 23.80 of the Edmonds Community Development Code (ECDC). Geologically hazardous areas include areas susceptible to erosion, land sliding, earthquake, or other geological events. They pose a threat to the health t and safety of citizens when incompatible development is sited in areas of significant hazard. Such incompatible development may not only place itself at risk, but also may increase the hazard to surrounding development and use. Cited sections of the Edmonds Community Development Code can be found on the City of Edmonds website at www.edmondswa.gov. The associated LiDAR map indicates that while most of the parcel is fairly level, there is a short upslope near the eastern edge of the parcel with a grade of nearly 50% on a portion of the slope. Soils on the property are identified as Alderwood Gravelly sandy loam (15%- 25% slope). As a result, the slopes in excess of 15% are classified as a potential erosionhazards and the portion that exceeds 40% is.a potential landslide hazard area. Allowed Activities &. Exempt Proposals Certain activities are allowed in or near critical area buffers as specified in ECDC 23.40.220. Similarly, certain development proposals may be exempt from Critical Areas requirements (ECDC 23.40.230). If you have any questions about whether your proposed development qualifies as an allowed or exempt activity; please contact a Planner for more information.. General Report Requirements Critical Areas Reports identify, classify and delineate any areas on or adjacent to the subject property that may qualify as critical areas. They also assess these areas and identify any potential impacts resulting from your specific development proposal. If a specific development proposal results in an alteration to a critical area the critical areas report will also contain a mitigation plan. You have the option of completing the portion of the study that classifies and delineates the critical areas and waiting until you have a specific -development proposal to complete the study. You may also choose submit the entire study with your specific development application. Please review the minimum report requirements for all types of Critical Areas which are listed in ECDC 23.40.090.D. There are additional report requirements for different types of critical areas (see below): Note that it is important for the report to be prepared by a qualified professional as defined in the ordinance. There are options on how to complete a critical areas study and an approved list of consultants that you may choose from. You may contact the Planning Division for more information. General Mitigation Requirements for all Critical Areas are discussed in ECDC 23.40.110 through 23.40.140. Erosion Hazard Areas Erosion Hazard areas include Alderwood and Everett series soils on slopes of 15 percent or greater, among others. Landslide Hazard Areas are furtherldefined in ECDC 23.80.020.A. In addition to the general requirements for Critical Areas reports referenced above, specific Critical Area report requirements for Erosion Hazard Areas (which are one of the Geologically Hazardous Areas) are provided in ECDC 23.80.050. Note that Stable Erosion Hazard Areas may have limited report requirements at the director's discretion. At a minimum an erosion and sediment control plan prepared in compliance with. the requirements in ECDC Chapter 18.36 shall be required. Development is restricted within an Erosion Hazard Area and must meet additional criteria. For erosion hazard areas with suitable slope stability, an erosion and sediment control plan prepared in compliance ECDC 18.30 will be considered to meet the Critical Areas "Study Required" determination. The determination of "suitable slope stability" will be made by both the Planning and Engineering divisions of the City of Edmonds. In areas where the slope stability is not suitable, projects within Erosion Hazard Areas will require a report by a licensed Geotechnical Engineer or other qualified professional. Note that it is important for the report to be prepared.by a qualified professional as defined i6 the ordinance. Report requirements are given in ECDC 23.80.050, and more generally in ECDC 23.40.090.D. Development, standards are given in ECDC 23.80.060 and 23.80.070. NO ,Page 12 y Landslide Hazard Areas Development is restricted within a Landslide Hazard Area and its buffer. Projects that will intrude into these areas will require a report by a licensed Geotechnical Engineer. Geologically hazardous areas include areas susceptible to erosion, land sliding, earthquake, or other geological events. They pose a threat to the health and safety of citizens when incompatible development is sited in areas of significant hazard. Such incompatible development. may not only place itself at risk, but also may increase the hazard to surrounding development and use. The criteria that are applied depend on the amount that the buffer is reduced.. The buffer can be reduced to a minimum of ten (10) feet (with an additional 15' building setback per ECDC 23.40.280) if a report is prepared that meets the standards listed in ECDC 23.80.050). The alteration must also meet the requirements listed ECDC 23.80.060. In addition, proposals to reduce the buffer to less than ten (10) feet must comply with the design standards listed in ECDC 23.80.070.A.3. Development is restricted within a Landslide Hazard Area and its buffer. Projects that will intrude into these areas will require a report by a licensed Geotechnical Engineer. Determination: Study Required This review applies to the entire subject parcel. Depending on the location and project proposed relative to the identified critical areas, certain studies and reports may be required. Please contact the Planning Division at 425.771.0220 if and when you have a specific development proposal for this site in order to discuss the various permits that will be required. Mike Clugston, Associate Planner �. July 31, 2012 Name, Title Signature Date 0 ' — Page 13 �� WLE NO.OA — 7 — l (p i 1 Cri t cal Areas Checklist ------------- ------------------------------------------------ Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: 2. Property Tax Account Number: 132 3. Approximate Site Size (acres or square feet): / 3. apn 4. Is this site currently developed? _ yes; X no. If yes; how is site developed? 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. ,�K_ Rolling: slopes on site generally less than 15 % (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% (a vertical, rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: N (L ; Approx. Depth: 7. Site contains areas of seasonal standing water: _ C]___; Approx. Depth: What season(s) of the year? 8. Site is in the floodway_J�� floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?_ Flows are seasonal? (What time of year? ), 10. Site is primarily: forested ; meadow ;shrubs ; mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: sWAZ:!E 4 Crheal Areas:Fnvenfory of C A map indicates Citicaj Area on situ l Site withal desY atecl earth subsidence landslide hazard area?: 5 gn . . 6 SYte designates! on.tt. Env�ronmexitally ei�sttive Areas Map? .:: ... .. :... ..:: :. :.::::.:`:iEi DE'F-ERMINATION.:;.:::: : ^ca_chk.doc; Rev 02/11/97 STREET FLE 0 M �o IN 0 0 0 0 2 2 1 ro 0 0 h m !Z zc (f) fw in A) F%) C) C. In in -9 rq 0 UI to 0 T. 0 0 c -4 CT)JJ CT) aU; x N) w 0 M cr 3p (.0 Cu — - z (JI 00 x m !,j (,; n m Z Inc (31 4I -4 Z X (JI fin .4 0 'n 0 -4 IMP rn -4 ri m c, c m 0 z m I,. M ;D -4 -4 -4 0r,-4 < > 0 70 z o ra -4 0 -4 -e z in M > C ri (n < r) In f I L4 0 -1 -4 L" to fin -4 C 0 0 0 -4 m in -4 -4 co > w 1*0 x :c lD X el -4 rI 0 X r 0 M �4 co 10 Z Z in .4 mi_ < �•az zmNNa +; (j, r c z Ln A a) -4 el M 0 C vi m co Z -Z Lei :, 0 M ro Z 0 -q Z -4 "n (a CO el M to --4 4f) -4 in mT rq LT; m z 0 -n in fn M ri 4 0 0 r-I m O L4j X 7o in to -4 m 0 cr) -4 C: 4 1 Fill 0 CITY OF EDMONDS CIVIC CENTER— WATER -SEWER DEPARTMENT Call PRospect 6-1107 when work is ready for inspection. (No Inspec. ' SIDESEWER PERMIT tions Saturday, Sunday or holidays.) -o 3633 ADDRESS......................9 312-_ Olympic__ View--_Drive--.•- �-•-•--••--••-----•-•............_............................................................................. OWNER ............. ar y---W A ---Skinner----• ...............................[ CONTRACTOR......... --...Owner--.....-.......-.--..-......--... s � Permission is granted ..... r �Y1--..3 �...� 9.%Q., I9..... -.., for ........................ days to REPAIR or CONNECT a side sewer with City Sewers in accordance with application on file and governing ordinances. 'I ATTENTION IS CALLED TO THE FOLLOWING: i 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 aide sewer in street area. Do not cover any portion of sewer before it has been inspected. NO�TO. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing aide sewers when you get permit. NO'_ ..4o. 3—Top of side sewer must have at least 30 inches coverage al property line and 12 inches.inside property line; minimum grade of 2%. No bends in grade sharper than 'A will be permitted. NOTE No. 4—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper work which may develop within one year of completion. NOTE No. 5—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 appur- tenances except to Insert the pipe Into the wye. 4•i "r �'- CITY OF EDMOND$ USE PERMIT ZONE / NUMBER©P. I L✓ Y CONSTRUCTION PERMIT APPLICATION t;, " ' OWN NAM. lN EAME OF BUS N 55 ADDRESS . _J� O �I (���/ ///JII' z/1#/ Q /� IleP ••� . ' LEGAL DESCRIPTION CHECK SUBUMSION NO. LID NO.ING O /� T L 'Y'IT f• ` l PER STREET MAP. TESCP - PUBLIC RIGHT OF WAY OFFICIAL APPROVED BY CITY, - I TEL PHON N MB N EXISTING.__—.._. REQUIRED DEDICATION _._— PROPOSED }3'+^• ,� _—.�;�: i. 1 r•L�ME `RIGHT i!f- .I,l� •+. OF WAY CONSTRUCTION PERMIT REQUIRED. m W l '�, - w - ADDRESS STREET USE PERMIT REQUIRED: _ - REVIEW by W y ( ), t;. Its = SEE ENGINEERING MEMO DATED •qR [[[ r . CITY TELEPHONE NUMBER!!�',�`i REMARKS NAME ADDRESS F1t ' h ¢ O ,y f/' METER SIZE BUILDING SUPPLY SIZE FIXTURE UNITS Clri- TELEPHONE NUMBER - ' REMARKS 3 NUMBER" - E I STATE LICENSE SIGN AREA ENV. REVIEW ADB NO. I .. . T.v'' • ( Legal Desrriotion of Property - include all easements, ALLOWED PROPOSED COMPLETE. EXEMPT'Y' SHORELINE 0' s •1 `,• '. ", .', , f = (show below or attach two copies) ; 2"f • 3,+• r 4 w a c�e� VARIANCE OR CU � PLANNI G REVIE eY DATE 1 y-n-ffi SETBACKS —FEET J 7f / HEIGIA LOT COVERAGE C I r FRONT-2S SIDE IC REAR 2J 15r -/D (� 2 W h REMARKSi To 5, 6a). t ElNEW ��I LL]r-RES:OENTIAL I PLUMBING j O ADOIALTER COMMERCIAL MECHANICAL -)L L REPAIR APT. BLUG. SIGN II IXCAVATE FENCE D BY kREOUIREO TYPE OF CONSTRUCTION CODE - l MFIGHT ,� ?X�q21. DEMOLISH OR FILL. .1 x _FT) f `A. i I CARPORT swill REMODEL -GARAGEEj FOOL L INSPECTOR - AREA OCCUPANCY GROUP OCCUPANT LOAD +' I. WOOD STOVE/ RETAINING WALL/ "INSERT ROCKERY O RENEWAL n YES ::: NO S,SO �. ✓,, REMARKS c PROGRESS INSPECTIONS PER UBC 305 i` 5 OF STORIES OF - �' •' ). p NUMBER ,NUMBER DWELLING j 1 m UNITS " , }•{ r• i NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN) i If Fi.✓" T zna✓ / - VALUATION FEE - - - PLAN CHECK FEE y5r l�if6 BUILDING PLUMBING"' ... T• I MECHANICAL - pl This Permit Covers work to be done on private property ONLY. GRADINGIFILL ;C . Any construction on the public domain (curbs, sidewPlks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days ENERGY CODE f. , Permit Limit: 1 Year -Provided Work is Started Within 180,Days "Applicant, on behalf of his or her spouse, heirs, assigns and N successors in interest, agrees to indemnify, defend and hold c. W harmless the City of Edmonds, Washington, "itR Officials, . I employees, and agents from an'y.and all claims to., damages of whatever nature, arising directly or indirectly from the issuance = of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT f modify, waive or reduce any requiremo t of any city ordinance nor limit In any way the City's ability to enforce any ordinance TOTAL, AMOUNT DUE • provision." i�• I hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL ) '. Informatlon given is correct; and that I am the owner, or the duly authorized y agent of the owner. I agree to comply with city and g g THIS PERMIT This application is not a permit"untll * state laws regulating Construction; and In doing the work authoriz• AUTHORIZES signed by the Building his ad thereby, no person will be employed in violation of the Labor. ONLY. THE WORK NOTED , and nd receipt Is 'Deputy; and fees are paid,r " Code of the Slate of Washington relating to Workmen's Compensa acknowledged In space ptovided. 4. tirance. INSPECTION " 51 1A1 E (OWNER O T GATE SIGNED DEPARTMENT OFFICIALS T DATE • CITY OF EDMONDS ?f ' �ATT NTIUN 77�-�,co2 ASED BY: �2 {. ' IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE / °. ; UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORh•INAL — File YELLOW —Inspector •1.;' A CERTIFICATE OF OCCUPANCY HAS. BEEN GRANTED. UBC CHAPTER J. PINK — Owner GOLD —Assessor 102E7 �ti; •'�'�':":Yi '�:'j�+�`d ` .:y:.n,`� .ry�'•lPt,Sv"'r�. G '`ti.'.s 1�.y4� rtt ai'. ' •' -w it''1;1=.,;Ir ``_�� ;, �3>�� Y�ti;�Nr•'ti1^.xu`, .is'..}i':i� it •i• s.,...w_ :c� "�S,r:-.•A. ,.,,?'n .r:, -l. *-rh '"%r �� � .X..• ,n,' � �- M:� ;1 _'�',''.`, . - � ,`a �,... _a::+?osx�'c>.cacti'�Io.••bi,..:�:_'y�.l�1U.W. �' � '�.,:: y�.;:1 v s. �N, i� s y •.� ' •� '��, l } •e "^• Y - h81C.. 'w rya'', a?.:`,;aat:..a�S`�'!;n. � � ::��icT•�n.�"��"pi� '.G7•., ` � i i i •�• •} „v� a w� h Ins 1 -4� 162, la Ao V• 1 1 - L 1 t r. ! I 1 .' V M i`1(j 1yy y l 1. � �- +. _ 'Y' .1's. (.•� � S t"t�lili }� G 1(si'5��. F �' �i ,. y i •:j. �y�s �. �y n y ".St\ • Y. q� s i! PAt} "44, 2y G City of Edmonds Critical Area Notice of Decision Applicant: Property Owner:n Critical Area File #: C 2 Permit Number: &Z o 1 Z_ 06 33 Site Location: Q ,c vim Parcel Number: Z 70 3 r3o©� ol�lvo Project Description: '�—Gonditional Waiver. No critical area report is required for the project'described above. 1. k There will be no alteration of a Critical Area or its required buffer. The proposal is an allowed activity pursuant to ECDC 23.40.220, 23.50.220, and/or 23.80.040. The proposal is exempt pursuant to ECDC 23.40.230. ❑ Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and sediment control plan in compliance with ECDC 18.30. ❑ Critical Area Report Required. The proposed project is within a critical area and/or a critical area buffer and a critical area report is required. A critical area report has been submitted and evaluated for compliance with the following criteria pursuant to ECDC 23.40.160: 1. The proposal minimizes the impact on critical areas in accordance with ECDC 23.40:120, Mitigation sequencing; 2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare on or off the development proposal site; 3. The proposal is consistent with the general purposes of this title and the public interest; 4. Any alterations permitted to the critical area are mitigated in accordance with ECDC 23.40.110, Mitigation requirements. 5. The proposal protects the critical area functions and values consistent with the best available science and results in no net loss of critical functions and values; and - 6. The proposal is consistent with other applicable regulations and standards. ❑ Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and the provisions of the City of Edmonds critical area regulations. See attached findings of noncompliance. Favorable Critical Area Decision. The proposed project as described above and as shown on the attached site plan meets or is exempt from the criteria in ECDC 23.40.160, Review Criteria, and complies with the applicable provisions of the City of Edmonds critical area regulations. Any subsequent changes to the proposal shall void this decision pending re -review of the proposal. ❑ Conditions. Critical Area specific condition(s) have been applied to the permit number referenced above. See referenced permit number for specific condition(s). 1414-0 � 3 r Z Reviewer Signature Date Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any, for the permit or approval involved. Revised 12/16/2010 PLANNING DATA SINGLE FAMILY RESIDENTIAL STREET FILE Name:� _ ('%alcZ-70 S 1 �0a / 0 r9v, Date: -7 -3/ (-2 Site Address: .ZZ S ©I MI) V, e.�,✓ (' Plan Chec-k�/#::ge�4- 26 1 2-C6 �3 Project Description: ,(� d ` 0 Reduced Site Plan Provided: Y / NO) Zoning: 11Z S - Map Page: Corner Lot: (YES / _ Flag Lot: (YES � S Critical Areas Determination 9: i91_0 /G / _ 2I0.,Zti.//wtfi�rf(C . IttStudy ram/®f { 0/n49� Required ❑ Waiver SEPA Determination: Wxempt ❑ Needed (for over 500 cubic yards of grading) ❑ .Fee ❑ Checklist ❑ APO List with notarized form Re uirect Setbacks Str et: Z S Sid Side: c� Rear:ZV J Actual Setbacks Street: Side: Side: � t Rear: / S S-Detached Structures: J C,, CYZS ow. a �� S a � ar__ ash ❑ Rockeries: ❑ Fences/Trellises: ❑ Bay Windows/Projecting Modulation: ❑ Stairs/Deck: Buildin Height _ Datum Point: Datum Elevation: Maximum Height Allowed: Ll'� �{ Actual Height: Z` .4 3 Other Parking Required: Z Parking Provided: Z-#- Lot Area: Z 6 ( Maximum Lot Coverage: 35% Proposed:' 17 Lot Coverage Calculations: HOUSC w 4 �. "�3. Li q ADU Created: (YES / ®O Subdivision: Legal Nonconforming LandlUse Determination Issued: (YES / I�0 comments /4-((.$3 � S C - zo_zr -4 ZS- =q3. Plan Review By: Pl nmrq Data Form 04-11-06doc neer.z -21-01i0 80'Ave W. # B Edmonds, WA. 98026 BY proje WRING. calc6lated by date checked by ' VVIC scalp . tJ-r< page of stir F7 L.10raoJ J. . ... . ...... .. ...... ...... ....... .. . . ..... ...... ----------- --- + t 7�e �­­ -.7 . .. ........ JS .. ......... --.....-I ....... .. • K A - ... ....... T R 1i'_ 060 ............... ........ ......... . J A -AID.' J,6 ...... ..... A 7­ A45- P U, A r5n T-42.1 Q �wr­ ov -a. - J - ?J • A ;5 � La. L ............ .... ........ ... . ... ... tj ti-zu unamoers i ! f INFILTRATOR' .•stcrn� �-•c. Product Line Benefits Septic Product Line llttp://www. intlitratorsystems. com/prociucUlne/h2u_cnamt)ers.asp H-20 CHAMBERS The High Capacity H-20 and 3050 H-20 Chambers offer maximum Internal volume per linear foot for high storage capacity at peak flows. They are ideal for commercial applications that may receive occasional traffic. The High Capacity H-20 Chamber The High Capacity H-20 Chamber gets an H-20 load rating with 18" of compacted cover when installed per installation requirements. See design details for five load traffic applications. Download product specs here. (PDFI 14-7 r-r3 7, ) 14� f 2.3 � 0,2(:;o Size (W "x L x H)........................34" x 75" x 16" (86 cm x 190 cm x 40 cm) Z Storage Capacity....................110 gal (416 L) Louvered Sidewall Height ........ 10' (25 cm) , 35t D. 23 The 3050 Chamber D� The 3050 H-20 Chamber is an effective alternative for gallery designs. Its 2-foot wetted sidewall assures maximum infiltrative surface area. Download product specs here (PDF) s Size (W x L x H).............................51" x 85.4" x 30" (129 cm x 216 cm x 76 cm) Storage Capacity .........................343 gal (1298 L) Louvered Sidewall Height..............24" (60 cm) Infiltrator Systems Inc. 4 Busness Park Road P.O. Box 768 Old Saybrook, CT 06475 U.S.A. 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StazPd=hO SC310 by Iafil mkw Syst M, Lw- Figure A4. Typical graveness chamber (Figure 5.27 in Appendix.5A of the Kitsap County Stormwater Management Design Manual fKitsap County 1997]). -14- �• �_ ISMS En�inee�n Caval ngineerin project •� oc�..CeT. calculated 6y :date Z3�•" 6��L cFiecked by date scale ►�lTS page-�kof -7-= _ - t : I - -- : r ..5:L�- ; .......... - _...... ....... ... ...�_ T f 1 tow. r . - _ r i t i n T^ "5 f _ r _J - - - - _ - - , 1 •- .............. .. . .. ... .. . .. '- . - - (:', •.:�'• _.:::_i � _ - .'i Ar S , 1 , ' - : .s.__ -- -rc:dJ ._: tiC Lit_ �y w !.., _. _ : :t r , - Gob �# Ne iVJG Nothing in th}l peruait spprav-M proceWsWl b-a eipreted as allowing or pernutting the �aintcnance of any currently existing illegal,- �� n0111ponform� ing or unnnsttetl building,s'trncturr.; �$ ' � � -_ - -- or Site which is outside the ;e of the _� � , r� �• , pp�e application, regar +c less of wls;,Lkl. such � > ding, muctm or condition is shown on the _ DG�1 ram" !�_Ih1l� \ - • "'� site plan or drawing. acb.. building s!:.� ztL, �r - _ i ` N` � � � - '2, condition maybe u t ir �v c�ifoi�cetnh� .ctior.." AJ SITE PLAN V1 j°C - ,'l'J• � SGALE 1" =AFT ' OWNERXONVACTOR )5 RESPONSIBLE NORTH FOR EROSION CUNWt^, D DRAINAGE APP 0 RY EI@9GINEERtI�G Zone Setbacks Corne Flamm' p,a,{�,G�L i�t0. 2�0313001 O 1 h00 V Front' Re uired Actual r I YIESN flf�ZIY� EflMON=* Y4A a8O20 12�z�Jiz ----.ZS �1 �Y7I7R,�S5: 9225 OLYMPIG EL. ��} F 58 Sides -- /� — ZS 3 _yPrPpMWpt. Fa rZ Gump our oVWL Pt�r1 o _-Rear C Z� 6s 3/ _- "• - - ' � � -- - - Other ' -"—'- 6� r IMPERVIOUS 5URI=AGE G,4LG __—._ _.---_--- _. _tzN�y- n�o pex m. srcaom suKFl1 Zi`— PRE lq-m F05T 1cm LEGAL DESCRIPTION: p 0(A"rse � • -ro sro�Mwo'�x wry "----•--_. Z /. SEC 13 TWP 27 RGE 03 LOT A CITY OF ED SP- S-25-&6 REC AF NO u�a�-�- t3�a zo►z.-ow33 Fan. v�riWry -•-�_ /J - . d7 17 Z © (Z --- ----- - 1000 2 9 `j NGp2 M r a" -- -- -- - HOUSE 8903300328 BEING PTN LOT 11 UNREC PLAT OF MAPLE MANOR IN N LOT GOVERAC7E 50 FT DETACHED COTTAGE 605 26 13-27-03 TGW INT 1N PARK RES & PR1V RD NO 1 HEIGHT LIMIT CA]—GUL ATION LOT AREA DETACHED GARAGE 5q5 35% � WATER METER MAX PERCENT COVERAGE COVERED PORCH 250 64 _ m , REF. DATUM LOCATION: 6,50g 504 N ,�`ll vTGA -'rY C;OVERAGE AREA LOCATED AT DRIVEWAY ENTRANCE TO PROPER MAX Il• 2,$ l 5,525 GRAVEL PARKING ti. BASE ELEVATION 1435 PR OPOSED COVERAGE :V • FLAGSTc�NE PATIOS 542 REF. DATUM GRADE (SEE GALL BELOW) 18.48 PROF05ED PERCENTAGE 1g.56% GONCRFTE PAT105 555 AVERAGE HEIGHT LIMIT IN FT 25.00 LOT GALL �?i N EXISTING TOTAL DRIVEWAY 1g12 q04 MAXIMUM HEIGHT ELEVATION 45.45 HOUSE •v 2gg 1000 12gg 5q5 TOTAL 5-7-70 52g2 MAXIMUM 05ED (EXISTG) HIGHE5T ELEEViNTION 42-q1 GARAGE 5q5 654 pE�jiG�l F o PROP 654 rc,VE GRADE GALG: NW EL 16.83, NE EL 16.15, COTTAGE 336 GRAVEL WALKS ARE 1" DEEP GRAVEL WITH NO FINES. 5W EL 20.08, 5E EL 20.25 TOTAL = "13.g1 / 4 = GOY PORCH 64 2PERMEASLE AREA 1104 SO FT AVE GRADE EL 18.4-T-T5 OECK5/STAIRS 415 246 661 C &E l l ,, ZO Z _ _ Cl • 1 z- Applicant shall repair/replace all damage to 3 utilities or frontage impREE"Imrovements in City right-of-t�ta;� s�c�� Cqy standards that is caused FILE or occurs dumig trio permitted project. - IMPERVIOU5 5URFACE CALL RRi:AA INTO NFILTRATION 5Y5TEM OE5CRPTION 5Q FT PRE 197'f POST 19'i-i / \O \2 l HOUSE DETACHED COTTA(SE DETACHED GRADE COVERED PORCH GRAVEL PARKING L_" D Lx-V6L v rM FLA65TONE PATIOS TOTAL 335"T - � r A "46 L• =, � � CONCRETE PAil05 _— _ —-------- � GT,-I' DES > DRNEYYAY �fb Ft4..A—A 1N TOTAL EAST PLANE OF EX HOU5E 500 CONCRETE PATIO 591 EX HOUSE 1AV0 GUTTER5 55 GARAGE NORTH PLANE 286 6ARA&E 50UTN PLANE TI PRE -M 1PRIV5A1AY q14 P05T '7'! DRIVEYNAY 904 1000 266 605 26 595 250 64 504 342 591 1912 904 t-;-Mn I 3292. z O W U lL = z U) o= CD U U. w O m w ¢~ � y W GRAVEL YVALKS ARE 1" DEEP GRAVEL YNITH NO FINES. PERMEABLE AREA 1104 SQ FT W / - - L. L. S O to Kul T l � to m I T0ca LU BE 0 z INF�unoN S 0 to LD lu P ETm u MATEERIA_ IU > \ O"OR 36 oDs '�at it 1 2 Z SI B— 1 SCH 40 Q W N -12 7_ o A �- xb 7810 HANCOR 'Ul z ILI '\x N OWNER/CONTRACTOR IS RESPONSIBLE 1�q Q FOR EROSION CONTROL„ AND DRAINACE � I w.� �� 117 " \� L i.ly� 7 r.fP_ � o T l f LUul LU ! 696. GU R-I' OLUF_ U - tt ILL)l ` - — _ - -00— - - - NNV Z� R CATZ14DA6IiJ - - - - i ex e,40 5L 175 �0 in .0. J ' 1 . QL in 0z, 1000 APPR BY NG{NEERING 7- f � i ,DO • �, rL ZPS _ / ►--�1 / F } x ZO " I �S = w 4 0 W, _ pc,M. flt � W NOizTH to m '- ' Applicant shall repair/replace all damag616 utilities or frontage improvements in City Cross -Section Profile View t� right-of-way Per City standards that is caused —I i'1--III—I or occurs durihQ.the. permitted project. 7' ? p Z r -1 i —�� j + I ` u'._M-Uarr 0NTJ oHd lid wi[h surface access �{F1 I--i REVISIONS I_ -I SFLaSH BLOCK r_I 1 l•---I I ,—I I �—^-I I I I-- Tn BiCH L4JGfH PER 0.31fiH \ \, T tT RESUB i i I �= 1 �— ► — , I— B,�K I,L CJ E1Ja Uf Y k I_— » I,� AUG 24 2012 SG,�4LE 1 - 10 FT SUH.DINQ DEPAWMENT CITY OF aDMONDS VolD,J RECEIVED 1177 11- I OLJ<'p ! 070 -ZZ GuI 1 ► fUr" �/ �Qlji 1 .. v t L ��`r' v I_ HE faESi `'G5 5L1MP ` 15oL1D UD AUG 24 2012 elf6G+I _ gWE El-0 1nJ I Fl� I "1,v�N 5U9rAee DEVELOPMENT SERVICES ^^I IRITrM LEGAL DESCRIPTION: SEC 13 TWP 27 RGE 03 LOT A CITY OF ED SP S-25-66 REC AF NO 8903300328 BEING PTN LOT 11 UNREC PLAT OF MAPLE MANOR IN NEIA 13-27-03 TGW INT IN PARK RES & PRIV RD NO 1 U4--� Nt IGZ_I o� zS'-� ��-00"W L°aa, s4u�xs O �"obYs 44e -suV � LVY' to PKO. aT PATA SITE PLAN SGdLB 1• • 20 pr -1/17/2012 SITE ADDRESS: 11225 OLYMPIC, VIEN DRIVE EDMOND5 WA 98020 OWNER NAME: MICHAEL AND GAYLYNN GREEN CURRENT ADDRESS- SAME AS ABOVE TELEPHONE: 206-972-4053 A 55E55OR'5 PARCEL No. 27031300101400 ZONING: R5-12 LEGAL DES,,: SEE ATTACHED COUNTY: SNOHOMISH JURISDICTION: CITY OF EDMONDS CONSTRUCTION TYPE: V - B OCCUPANCY: R3 / U (6ARA6E/CARPORT) PROJECT DESCRIPTION: DEMO DECK, NEW ADDITION FOR NEW RELOCATED KITCHEN, ADD NEW DECK PARTIALLY COVERED AND- WITH STAIRS TO 6RADE. DEMO EXISTING KITCHEN FOR NEW STUDY AND PANTRY. PROJECT AREA 50 FT HE16HT LIMIT CALCULATION LIVING SPACE NEW EXI5TIN6 TOTAL REF. DATUM LOCATION: WATER METER FIRST FL 266 915 1151 LOCATED AT DRIVEWAY ENTRANCE TO PROPERTY SECOND FL 750 750 REF. DATUM BASE ELEVATION 14.55 BASEMENT 875 5 75 AVERAGE GRADE (SEE CALC BELOW) 18.48 LIV. SP. TOTAL. 266 2540 2806 MAXIMUM HE16HT LIMIT IN FT 25.00 GARAGE 595 595 MAXIMUM HE16HT ELEVATION 43.45 DECKS/5TAIR5 415 246 661 PROPOSED (EXIST'6) HIGHEST ELEVATION 42.91 COV PORCH 64 272 336 AVE GRADE CAL,,: NW EL 16.55, NE EL 16.75, COTTAGE 634 634 5W EL 20.08, 5E EL 20.25 TOTAL = 73.91 / 4 = MISC. TOTAL 479 1-74'7 2226 AVE &BADE EL 18.4- r5 LOT COVERAGE SO FT YVSEC 2004 ZONE 1 - CHAPTER 6 LOT AREA 18,026 HEAT SYSTEM: EX. GAS FORCED AIR MAX PERCENT COVERAGE 350/0 CHAPTER 6 PRESCRIPTIVE TABLE 6 - 1 OPTION 3 MAX COVERAGE AREA 6,309 VERTICAL 6L. 0.50 MAX 6L % N/A PROPOSED COVERAGE 3,492 OVERHD 6L 0.50 DOOR MIN U: 0.20 PROPOSED PERCENTAGE. 19.37010 CEILING R-35 ADV VAULT R-35 LOT CAL,, NEW EXI5TIN6 TOTAL WALL R-21 BELOW 6R. R-21 TB HOUSE 266 1000 1266 FLOOR R-30 15LAB EDGE R-10 2' GARAGE 595 595 CHAPTER 6 GLAZING CALCULATION COTTAGE 634 654 HEATED FLOOR AREA N/A COV PORCH 64 272 536 PROPOSED GLAZED AREA N/A OECK5/5TAIRS 415 246 661 UNLIMITED ALLOWED / PROPOSED: N/A IMPERVIOUS 5URFACE CALL PRE 1977 POST 1977 HOUSE DETACHED COTTAGE DETACHED 6ARAA6E COVERED PORCH GRAVEL PARKING FLAGSTONE PATIOS CONCRETE PATIOS DRIVEWAY TOTAL. Nothing in tlux t renal process shall lire interpreted as allowing or permitting the maintenance of any currendly exm* * illegal, ffiforating or unimmtted lwilding, structum or site condition which is outside the a pHcation, regardless of structure or comiiticn is shown on the site or drawing. Such building, stnwtt,,M star condition may be the sul jcct of a mpmte enforceinmt action." 6RAVEL WALK5 ARE 1" DEEP GRAVEL WITH NO FINES. PERMEABLE AREA 1104 50 FT SEE SEPARATE INFILTRATION CALCS AND SOIL TEST RESULTS WITH PROPOSED MITIGATION. 1000 266 608 26 595 250 64 504 342 591 1912 904 3770 3292 LOT AREA 15, 026 50 FT APPR BY funf NEE ZoneCorner Flag Setbacks Reauired Actual Front vN SS Sides NlS I� '° -- 3� 0 Rear U- ether &-Iei.ght - R LI6�� ''r` J�413t� g� ,S; pnt�la,14T� ptAN ,h ��� :tea � • I . RECEIVED JUL 27 2012 DEVELOPMENT SERVICES COUNTER ��-oco. co rn 7.2©-lz- REVISIONS R LI6�� ''r` J�413t� g� ,S; pnt�la,14T� ptAN ,h ��� :tea � • I . RECEIVED JUL 27 2012 DEVELOPMENT SERVICES COUNTER ��-oco. co rn 7.2©-lz- REVISIONS