Loading...
ADJ2020-00009 APPROVED ADJ2020 - 00009 GILL SETBACK ADJUSTMENT NOTICE OF TYPE II DECISION ADJUSTMENT ADJ2020-000091. a GILL FRONT SETBACK ADJUSTMENT = 120 DAYS = September 2,2020 SECTION I. APPLICATION SUMMARY FILE NAME: GILL FRONT SETBACK ADJUSTMENT CASE NO.: Adjustment ADJ2020-00009 REQUEST: The applicant requests an adjustment to reduce the front setback from 20 feet to 14 feet for 12285 SW 124`" Avenue. The adjacent property to the north contains a locally significant wetland, and the wetland's 50-foot vegetated corridor extends onto the applicant's property. The applicant requests this adjustment in order to accommodate a new garage, while keeping the structure out of the vegetated corridor. APPLICANT: Peter Gill 12285 SW 124`" Avenue Tigard, OR 97223 OWNERS: Peter and Sharlene Gill 12285 SW 124`"Avenue Tigard, OR 97223 ZONE: R-4.5: Low-Density Residential LOCATION: 12285 SW 124`"Avenue WCTM 2S103BB,Tax Lot 2000 APPLICABLE Community Development Code 18.715. REVIEW CRITERIA: SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request,subject to certain conditions.The findings and conclusions on which this decision is based are noted in Section V of this decision. NOTICE OI;DECISION PAGE,1 OI.5 AD)2020-00(x)9(ALL FRONT SF;IBACK ADJU,'4,MENI' CONDITIONS OF APPROVAL THE FOLLOWING CONDITIONS MUST BE SATISFIED: 1. Prior to commencing any site work, the applicant must obtain a Clean Water Services (CWS) Stormwater Connection Permit Authorization. Plans must be submitted to the City of Tigard for review. The City will forward plans to CWS after preliminary review. 2. The applicant must comply with all conditions outlined in CWS file 19-003143, and the written comments submitted by CWS on May 26, 2020. SECTION III. BACKGROUND INFORMATION Site Information and Proposal Description: The subject property (12285 SW 124" Avenue;WCTM 2S1031313,Tax Lot 2000) is located on the west side of SW 124`" avenue, north of SW Walnut Street, and south of SW Katherine Street. The property currently contains an existing single detached house with an attached garage,and associated landscaping.The property also contains two (2) driveways: one(1)paved driveway at the southern end of the property,which connects to the existing attached garage, and one (1) gravel driveway at the northern end of the property. The property is zoned Low-Density Residential (R- 4.5),as are surrounding properties. The adjacent property to the north contains a locally significant wetland and stream (Kruger Creek,which is part of the Jack Park Greenway).The wetland's 50-foot vegetated corridor extends onto the northern end of the applicant's property. The applicant proposes to construct a new attached garage on the subject property, and requests an adjustment to reduce the front setback from 20 feet to 14 feet, in order to accommodate this new garage, and to keep the structure out of the vegetated corridor. SECTION IV. COMMENTS FROM PROPERTY OWNERS WITHIN 500 FEET The Community Development Code of the City of Tigard requires that all property owners of record within 500 feet of the subject site be notified of the proposal, and be given an opportunity to submit written comments prior to issuance of the decision. Staff mailed notices of this Type II application to affected parties on May 13,2020.Two (2) neighbors submitted written comments in support of this application. No other comments were received. SECTION V. APPLICABLE REVIEW CRITERIA AND FINDINGS 18.715 Adjustments 18.715.050 Approval Criteria A. The approval authority will approve or approve with conditions an adjustment application when all of the criteria in either Subsection 18.715.050.A or B are met. 1. The proposed adjustment results in development that is generally consistent with the purpose of the development standard to be adjusted; and a. Has only minor impacts on surrounding properties or public facilities; or b. Addresses a site constraint or unusual situation; or c. Utilizes innovative design or results in sustainable development. The applicant requests an adjustment to reduce the front setback from 20 feet to 14 feet for 12285 SW 124`h Avenue, NOTICE OF D7?(7SION PAGP,2 OF 5 All12020-(XX)09 6111 l;RONI'SF;MACK AllJUS1'NIFNf in order to accommodate a new attached garage. The purpose of the front setback requirement is to allow for adequate space between structures and the public right-of-way,which includes the street, and other public facilities (such as utilities) in the right-of-way. SW 124`" Avenue is classified as a local street in the City of Tigard Transportation System Plan, and has a current right-of-way width of 50 feet. If future development were to occur on the subject property, a two-foot right-of-way dedication would be required, in addition to an eight-foot public utility easement. Therefore, any structures located within the first 10 feet of the existing right-of-way line would be in conflict with future public facilities. Because the applicant proposes to locate the garage 14 feet away from the existing right-of-way line, the structure will not be in conflict with future public facilities, and the City of Tigard Engineering Division supports the applicant's adjustment request.Accordingly, staff finds the proposed adjustment results in development that is generally consistent with the purpose of the front setback requirement. In addition, the adjacent property to the north contains a locally significant wetland, and the wetland's 50-foot vegetated corridor extends onto the applicant's property.The west side of the property also contains existing,mature trees. The applicant requests this adjustment in order to keep the proposed garage addition out of the vegetated corridor on the north side of the property,and to preserve the existing,mature trees on the west side of the property. Accordingly, staff finds the requested adjustment addresses a site constraint with the subject property, and the applicant's adjustment request is approvable. This criterion is met. 2. The proposed adjustment does not have a greater impact on city-designated sensitive lands than would otherwise occur if the adjustment was not approved; and The proposed adjustment will allow the applicant to avoid any impacts to the city-designated sensitive lands on the subject property. Additionally, Clean Water Services reviewed the applicant's proposal, and determined that this project will not significantly impact the existing sensitive areas found near the site. This criterion is met. 3. If the proposed adjustment addresses a site constraint or unusual situation, utilizes innovative design, or results in sustainable development, any impacts from the proposed adjustment are mitigated to the extent practicable; and The proposed adjustment addresses a site constraint, and will allow the applicant to avoid impacts to the city- designated sensitive lands on the subject property. Additionally, the City of Tigard Engineering Division reviewed the applicant's proposal, and determined that the proposed adjustment will not negatively impact existing or future public facilities.This criterion is met. 4. If more than one adjustment is proposed, the cumulative effect of the adjustments results in development that is generally consistent with the existing development pattern of the surrounding area and the overall purpose of the base zone. The applicant does not request more than one (1) adjustment. This criterion does not apply. SECTION VI. OTHER STAFF COMMENTS The City of Tigard Engineering Division was sent a copy of the applicant's proposal, and supported the requested adjustment. The Engineering Division's full comments have been incorporated into the adjustment findings, and are attached to this decision. SECTION VII. AGENCY COMMENTS NOTICI,OF DECISION PAG F3 01�5 ADJ202O-((X)09 GILL,FRONTSFIBACK ADJUS"I'MF:NI' Clean Water Services issued a Service Provider Letter (CWS file 19-003143) for this proposal on March 31, 2020, and determined that this project will not significantly impact the existing sensitive areas found near the site. The agency also submitted written comments, dated May 26, 2020. The City of Tigard and CWS have an intergovernmental agreement stating that the City will ensure implementation of CWS Design and Construction Standards. Accordingly, city staff has included conditions of approval that require the applicant to obtain a Stormwater Connection Permit Authorization, and to comply with all conditions outlined in CWS file 19-003143. Tualatin Valley Fire and Rescue was sent a copy of the applicant's proposal, and had no objections. Attachments: Attachment 1: Approved Site Plan Attachment 2: City of Tigard Engineering Division,Written Comments submitted May 27, 2020 Attachment 3: Clean Water Services, Service Provider Letter dated March 31, 2020 Attachment 4: Clean Water Services, Comment Letter dated May 26, 2020 SECTION VIII. PROCEDURE AND APPEAL INFORMATION Notice: Notice was mailed to: X The applicant and owners X Owners of record within the required distance X Affected government agencies N(Yl`UT OF DFCTSION PAG F,401;5 AD12020-00009 GI1,1,IRON"1'SI:IBACK;�D�USITiI?N"I' Final Decision: THIS DECISION IS FINAL ON JUNE 11, 2020,AND EFFECTIVE ON JUNE 30,2020,UNLESS AN APPEAL IS FILED. A eal: A Type II decision is final for purposes of appeal on the date the notice is mailed. A Type II decision becomes effective on the day after the appeal period expires, unless an appeal is filed. Any party with standing to appeal, as provided in Section 18.710.090.A, may appeal this decision in accordance with Section 18.710.090 of the Community Development Code of the City of Tigard, which provides that a written appeal together with the required fee must be filed with the Director within 15 days of the date the Notice of Decision was mailed. The appeal fee schedule and forms are available at the City of Tigard Permits Center, 13125 SW Hall Boulevard,Tigard, OR 97223. All appeal hearings are de novo, which allows for the presentation of new evidence, testimony, and argument by any party.The appeal authority will consider all relevant evidence,testimony, and argument that are provided at the hearing by the appellant or any party.The scope of the hearing is not limited to the issues that were raised on appeal. 11 THE DEADLINE FOR FILING AN APPEAL IS 5:00 P.M. ON JUNE 29, 2020. Questions: If you have any questions, please contact Lina Smith, Assistant Planner at (503) 718-2438, LinaCSntigard-or.gov, or City of Tigard Planning Division, 13125 SW Hall Boulevard,Tigard, OR 97223. -�— � June 11, 2020 PREPARED BY: Lina Smith DATE Assistant Planner June 11, 2020 APPROVED BY: Tom McGuire DATE Assistant Community Development Director NOUCF,OF DECISION PAGF.5 OF 5 AD]2020-(XXX)9 GIIJ,I�RON'I'SF:1'BA(:K AI)JUSTblI?N'I' APPROVED ATTACHMENT I cs . 15-41-Ijbiji0a" Ex%b-nn(%14•C., x-5-lK(x PR W-1 4 fx.sl c ;.all 'AM"ut,XNCF- "WCIETI' -lEwkx COLOR COPY f-ITER cwSnvC.4,— vnetatm cmrwm Fm�re�;—Tat*fm 1,6705F of W]W V Sed E."d. 111 -1", f..,t (031120M EY FR!ME l,,L�,,.fr v NIT Al SITE PLAN NORTH di U F., `t.—A E110ME DESIGN ATTACHMENT 2 r TIG A ' D REQUEST FOR COMMENTS DATE: May 8,2020 TO: Per Attached FROM: City of Tigard Planning Division STAFF CONTACT: Lina Smith,Assistant Planner Phone: 503) 718-2438 Email: LinaCS ti and-or. ov ADJ2020-00009 - GILL FRONT SETBACK ADJUSTMENT - REQUEST: The applicant requests an adjustment to reduce the front setback from 20 feet to 14 feet for 12285 SW 124`" Avenue. The adjacent property to the north contains a locally significant wetland, and the wetland's 50-foot vegetated corridor extends onto the applicant's property. The applicant requests this adjustment in order to accommodate a new garage,while keeping the structure out of the vegetated corridor.LOCATION: 12285 SW 1241h Avenue;WCTM 2S10313B, Tax Lot 2000. ZONE: R-4.5: Low-Density Residential Zone. APPLICABLE REVIEW CRITERIA: Community Development Code Chapter 18.715. Attached are the Applicant's Materials for your review. If you wish to comment on this application,WE NEED YOUR COMMENTS BACK BY: MAY 26, 2020. You may use the space provided below or attach a separate letter to return your comments. Please contact the staff person noted above if you are unable to respond by the comment deadline, or if you have any questions. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact at our office. _ Please refer to the enclosed letter or email. x Written comments provided below: SW 1241h Ave is classified as a local road and currently has a 50'right-of-wav If future development required right-of-wad dedication to meet the current local road section of 54'then T of dedication would be required,along with an 8'public utility easement Therefore.Engineering would be concerned with anything Proposed within 10 feet of the current right-of-way line for SW 124th Ave The proposed site plan shows the structure at 14.54' from the current right-of-way line The proposed structure requires a setback adjustment to avoid mature trees and the wetland buffer. Due to this reasoning En_ineering is in support of this adjustment Name&Number of Person Commenting:Joe Wisniewski,Assistant City Engineer,971-271-4772 ATTACHMENT 3 C1eanWater\ Services March 31,2020 Expires:March 31,2022 PETER&SHARLENE GILL 12285 SW 124TH AVE TIGARD OR 97223 RE: CWS file 19-003143;1,175 SF two car garage at 12285 SW 124` Avenue,Tigard OR on tax map 2S103BB02000. Clean Water Services has received your Sensitive Area Certification for the above referenced site. District staff has reviewed the submitted materials including site conditions and the description of your project. Staff concurs that the above referenced project with the attached conditions will not significantly impact the existing Sensitive Areas found near the site. In light of this result,this document will serve as your Service Provider letter as required by Resolution and Order 19-5,Section 3.02.1,as amended by Resolution and Order 19-22. All required permits and approvals must be obtained and completed under applicable local,state,and federal law. This letter does NOT eliminate the need to protect Sensitive Areas ifthey are subsequently identified on your site. In order to comply with Clean Water Services water quality protection requirements the project must comply with the following conditions: 1. No structures,development,construction activities,gardens,lawns,application of chemicals, uncontained areas of hazardous materials as defined by Oregon Department of Environmental Quality,pet wastes,dumping of materials of any kind,or other activities shall be permitted within the sensitive area or Vegetated Corridor which may negatively impact water quality,except those allowed in R&O 19-5,Chapter 3,as amended by R&O 19-22. 2. Prior to any activity within the sensitive area,the applicant shall gain authorization for the project from the Oregon Department of State Lands(DSL)and US Army Corps of Engineers(USACE). The applicant shall provide Clean Water Services or its designee(appropriate city)with copies of all DSL and USACE project authorization permits. 3. An approved Oregon Department of Forestry Notification is required for one or more trees harvested for sale,trade,or barter,on any non-federal lands within the State of Oregon. 4. Prior to ground disturbing activities an erosion control permit is required.Appropriate Best Management Practices(BMP's)for Erosion Control,in accordance with Clean Water Services' Erosion Prevention and Sediment Control Planning and Design Manual,shall be used prior to, during,and following earth disturbing activities. 5. Activities located within the 100-year floodplain shall comply with R&O 19-5,Section 5.10,as amended by R&O 19-22. 6. Removal of native,woody vegetation shall be limited to the greatest extent practicable. 7. The detention pond and/or water quality swaie shall be planted with Clean Water Services approved native species,and designed to blend into the natural surroundings. 8. Should final development plans differ from those submitted for review by Clean Water Services, the applicant shall provide updated drawings,and if necessary,obtain a revised Service Provider Letter. 2550 SW Hilkboro Highway,Hilkboro,Oregon 97123 p:503.681-3600 f 503.681.3603 deanwaterservices.org 9. The Vegetated Corridor width for sensitive areas within the project site shall be a minimum of 50 feet wide,as measured horizontally from the delineated boundary of the sensitive area. 10. For Vegetated Corridors up to 50 feet wide,the applicant shall enhance the entire Vegetated Corridor to meet or exceed good corridor condition as defined in R&O 19-5,Section 3.14.2, Table 3-3,as amended by R&O 19-22. 11. Removal of invasive non-native species by hand is required.Replanting is required of any cleared areas larger than 25 square feet using low impact methods. 12. Prior to installation of plant materials,all invasive vegetation within the Vegetated Corridor shall be removed per methods described in Clean Water Services'Integrated Pest Management Plan, 2019.During removal of invasive vegetation care shall be taken to minimize impacts to existing native tree and shrub species. 13. The City of Tigard and/or Clean Water Services shall be notified 72 hours prior to the start and completion of enhancement/restoration activities. Enhancement/restoration activities shall comply with the guidelines provided in Planting Requirements(R&O 19-5,Appendix A,as amended by R&O 19-22). This Service Provider Letter is not valid unless CWS-approved site plan is attached If you have any questions,please feel free to call me at(503)681-3653. Sincerely, Lindsey Obermiller Environmental Plan Review Attachment(1 ) 2 of 2 rEwaTa,a o_ at.int 'K._ ,rGa: Pn''to os9. ti �J 3 fixvsr ,-,,e.C• T f Y,\ cx'WC�.4PfRiY tWf $ 1 tAM:;.•vts;�FncC. - 2F�Yr�v4..Tf"r.�,�.J O!CRWAYJWI =z�—A 1: , COLOR COPY 19-0133143_.... ew3?YC N.M.—' Vegetaletl CatYMr FftliaMemenl EMfle for 2,0703!of� WiUr Ltg1rt' SPeckrg a�'!Y '' ' oa w vgemint w.aar }n.rpxniwat.�nginr nems, ° + �r° I�313112Q203 J t TRFf3 t 14Y FI cNi f t kb Si t 10 C itt x,. ,.�—,,.�_#•:�., -�,7,.... ,art 10 or�eRter iFPIS gNpllNS — CtM.ER'_ME 6 .n fKa��Yr 5 4•p%t Dart 15' C-iw (y5-) - h tle rp;Q t -"cr.s Must 5k%de 5`rnt Cerner vM r. r Ma st ! 'S'e 1,,-, SiTE PLAN ll7 5 dlem(;tr t h t +f(u� N�cs. ! ilu n fs e. �RWHk wA80.f7, �D t1ER85)GftA33E3 Percent of mb 19 tbn Nale N wA9p.Fi- 9CAtE.i'+ter T wt I t APltil' NAA50.R. GATE).3-ta.RF/e:lct0 Ft..n«:eou+'_ .%eac+srdrass(�nt�ts+ie.tra, ,a roru>wNm.fr. NORTH S!'ad Ml% a1 f gas Cy.ene:ato' _ 30 .._. ts.'a.oFlr ac�n t)M999n.fT. �c_�� 3f d _.F:, uS.. 17 rgTaLl z,aziel lRz.n. 1 tM t�!s A t rWc .. •� a'aFM1aAV3) �� zI nLaYcwfavE 1T MEACMEDMIGIN _rncraxea rao.reeT roR� zcrarm: f'ET6 31:t LIXfE R%E.Sla) iMCMi�'D "ro r� ATTACHMENT 4 MEMORANDUM Date: May 26, 2020 To: Lina Smith, Assistant Planner, City of Tigard From: Jackie Sue Humphreys, Clean Water Services (CWS) Subject: Gill Residence Front Setback, ADJ2020-00009, 2S103131302000 Please include the following comments when writing your conditions of approval: PRIOR TO ANY WORK ON THE SITE A Clean Water Services (CWS) Stormwater Connection Permit Authorization must be obtained. Application for CWS Permit Authorization must be in accordance with the requirements of the Design and Construction Standards, Resolution and Order No. 19-5 as amended by R&O 19-22, or prior standards as meeting the implementation policy of R&O 18-28, and is to include: a. Detailed plans prepared in accordance with Chapter 2, Section 2.04. b. Detailed grading and erosion control plan. An Erosion Control Permit will be required. Area of Disturbance must be clearly identified on submitted construction plans. c. Detailed plans showing the development having direct access by gravity to public storm and sanitary sewer. d. Provisions for water quality in accordance with the requirements of the above named design standards. Water Quality is required for all new development and redevelopment areas per R&O 19-5, Section 4.04. Access shall be provided for maintenance of facility per R&O 19-5, Section 4.07.6. e. If use of an existing offsite or regional Water Quality Facility is proposed, it must be clearly identified on plans, showing its location, condition, capacity to treat this site and, any additional improvements and/or upgrades that may be needed to utilize that facility. f. If private lot LIDA systems proposed, must comply with the current CWS Design and Construction Standards. A private maintenance agreement, for the proposed private lot LIDA systems, needs to be provided to the City for review and acceptance. g. Show all existing and proposed easements on plans. Any required storm sewer, sanitary sewer, and water quality related easements must be granted to the City. h. Applicant shall comply with the conditions as set forth in the Service Provider Letter No. 19-003143, dated March 31, 2020. i. Any proposed offsite construction activities will require an update or amendment to the current Service Provider Letter for this project. CONCLUSION This Land Use Review does not constitute CWS approval of storm or sanitary sewer compliance to the NPDES permit held by CWS. CWS, prior to issuance of any connection permits, must approve final construction plans and drainage calculations. COMMENTS MEMORANDUM Date: May 26, 2020 To: Lina Smith, Assistant Planner, City of Tigard From: Jackie Sue Humphreys, Clean Water Services (CWS) Subject: Gill Residence Front Setback, ADJ2020-00009, 2S103131302000 Please include the following comments when writing your conditions of approval: PRIOR TO ANY WORK ON THE SITE A Clean Water Services (CWS) Stormwater Connection Permit Authorization must be obtained. Application for CWS Permit Authorization must be in accordance with the requirements of the Design and Construction Standards, Resolution and Order No. 19-5 as amended by R&O 19-22, or prior standards as meeting the implementation policy of R&O 18-28, and is to include: a. Detailed plans prepared in accordance with Chapter 2, Section 2.04. b. Detailed grading and erosion control plan. An Erosion Control Permit will be required. Area of Disturbance must be clearly identified on submitted construction plans. c. Detailed plans showing the development having direct access by gravity to public storm and sanitary sewer. d. Provisions for water quality in accordance with the requirements of the above named design standards. Water Quality is required for all new development and redevelopment areas per R&O 19-5, Section 4.04. Access shall be provided for maintenance of facility per R&O 19-5, Section 4.07.6. e. If use of an existing offsite or regional Water Quality Facility is proposed, it must be clearly identified on plans, showing its location, condition, capacity to treat this site and, any additional improvements and/or upgrades that may be needed to utilize that facility. f. If private lot LIDA systems proposed, must comply with the current CWS Design and Construction Standards. A private maintenance agreement, for the proposed private lot LIDA systems, needs to be provided to the City for review and acceptance. g. Show all existing and proposed easements on plans. Any required storm sewer, sanitary sewer, and water quality related easements must be granted to the City. h. Applicant shall comply with the conditions as set forth in the Service Provider Letter No. 19-003143, dated March 31, 2020. i. Any proposed offsite construction activities will require an update or amendment to the current Service Provider Letter for this project. CONCLUSION This Land Use Review does not constitute CWS approval of storm or sanitary sewer compliance to the NPDES permit held by CWS. CWS, prior to issuance of any connection permits, must approve final construction plans and drainage calculations. Is REQUEST FOR COMMENTS DATE: May 8,2020 TO: Per Attached FROM: City of Tigard Planning Division STAFF CONTACT: Lina Smith,Assistant Planner Phone: 503) 718-2438 Email: LinaCS ti and-or. ov ADJ2020-00009 E: - GILL FRONT SETBACK ADJUSTMENT - REQUEST: The applicant requests an adjustment to reduce the front setback from 20 feet to 14 feet for 12285 SW 1241" Avenue. The adjacent property to the north contains a locally significant wetland, and the wetland's 50-foot vegetated corridor extends onto the applicant's property. The applicant requests this adjustment in order to accommodate a new garage,while keeping the structure out of the vegetated corridor.LOCATION: 12285 SW 124th Avenue;WCTM 2S1031313, Tax Lot 2000. ZONE: R-4.5: Low-Density Residential Zone. APPLICABLE REVIEW CRITERIA: Community Development Code Chapter 18.715. Attached are the Applicant's Materials for your review. If you wish to comment on this application,WE NEED YOUR COMMENTS BACK BY: MAY 26, 2020. You may use the space provided below or attach a separate letter to return your comments. Please contact the staff person noted above if you are unable to respond by the comment deadline, or if you have any questions. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact at our office. Please refer to the enclosed letter or email. x Written comments provided below: SW 124th Ave is classified as a local road,and currently has a 50'right-of-way. If future development required right-of-way dedication to meet the current local road section of 54'then 2'of dedication would be required along with an 8'public utility easement Therefore.Engineering would be concerned with anything proposed within 10 feet of the current right-of-way line for SW 12401 Ave The proposed site plan shows the structure at 14.54' from the current right-of-way line The proposed structure requires a setback adjustment to avoid mature trees and the wetland buffer. Due to this reasoning Engineering is in support of this adjustment Name&Number of Person Commenting:Joe Wisniewski,Assistant City Engineer,971-271-4772 1 REQUEST FOR COMMENTS DATE: May 8,2020 TO: Per Attached FROM: City of Tigard Planning*Division STAFF CONTACT: Lina,Smith,Assistant Planner Phone: 503 718-2438 Email: Lin a ADJ2020-00009 - GILL FRONT SETBACK ADJUSTMENT - REQUEST: The applicant requests an adjustment to reduce the front setback from 20 feet to 14 feet for 12285 SW 124' Avenue. The adjacent property to the north contains a locally significant wetland, and the wetland's 50-foot vegetated corridor extends onto the applicant's property. The applicant requests this adjustment in order to accommodate a new garage,while keeping the structure out of the vegetated corridor.LOCATION: 12285 SW 124'Avenue;WCTM 2S 103BB, Tax Lot 2000. ZONE: R-4.5: Low-Density Residential Zone. APPLICABLE REVIEW CRITERIA: Community Development Code Chapter 18.715. Attached are the Applicant's Materials for your review. If you wish to comment on this application,WE NEED YQUR COMMENTS BACK BY: MAY 26 2020 You may use the space provided below or attach a separate letter to return your comments. Please contact the staff person noted above if you are unable to respond by the comment deadline, or if you have any questions. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact at our office. Please refer to the enclosed letter or email. Written comments provided below: j APPROVED John Wolff IAAI-CFI CONDITIONALLY APPROVED----.J3 Deputy Fire Marshal H I� (503)259-1504-direct A-erROVXt Or KOS IS NOT AN APPROW eF TW OMISSIONS OR OVERSIGHTS, Tualatin Valle (503)649-8577-main Fire & Rescue John.Wolff@tvfr.com 217 11945 S.W.70th Avenue niS EXA DATE Tigard,OR 97223-8566 www.tvfr.com UU Name&Number of Person Commenting. L k To ; Uroj Scr�-tf� Rs9,:gtont P I a n n e-r,, I -FW su at SAE t l( s E n buk (d i!21 t,\E.r ,r In EL'o a.ra j -o M, z �lhe t Ms.Margaret Miner 12470 SW 124th Ave Tigard.,OR 97223-3008 f Gary & Sandra Hughes 12148 SW 125th Ave., Tigard, Oregon 97223 (503) 590-6925 garyCa,>garyindofor.com sandrae garyindofor.com 9 Re: ADJ2020-00009 May 20, 2020 Hello, I would encourage the City of Tigard to grant Mr. Gill his adjustment. There is nothing in terms of safety or appearance that would make such an addition anything but beneficial. The man is paying taxes on his property, he should be allowed to build as he sees fit. Frankly, I wonder whether he shouldn't ask for an adjustment of the 50' setback from the wetland. I see part.of his addition is clipped in order to maintain compliance. With an adjustment there he could not only maintain his 20' front setback but build square. This line appears to meander and is probably a bit arbitrary to begin with. Just a thought.... Thanks for your consideration, Gary A. Hu PUBLIC NOTICES AFFIDAVIT OF MAILING TIGARD I, Lina Smith,being first duly sworn/affirm, on oath depose and say that I am an Assistant Planner for the City of Tigard,Washington County, Oregon and that I served the following: {Check Appropriate Box(s)Below} ® NOTICE OF Land Use Decision FOR: Gill Front Setback Adjustment ADJ2020-00009 ❑ AMENDED NOTICE— Decision making body: ® City of Tigard Community Development Director/ Designee ❑ Tigard Hearings Officer ❑ Tigard Planning Commission ❑ Tigard City Council A copy of the said notice being hereto attached,marked Exhibit"A",and by reference made a part hereof,was mailed to each named person(s) at the address(s) shown on the attached list(s),marked Exhibit "B",and by reference made a part hereof, June 11, 2020 and deposited in the United States Mail on June 11,2020 ,postage prepaid. C Lina Smith STATE OF OREGON ) County of Washington ) ss. City of Tigard ) Subscribed and sworn/affirmed before me on the day of Ucw�J — ,2020. OFFICIAL S fAf 1P -- tom`l� EDGARDO MALDONADO NOTARY PUBLIC OREGON N � i COMMISSION NO 99141 I MY COMMISSION EXPIRES OCTOBER OI 1123 NOTARY P LIC OF OREGON My Commission Expires-. Wn112'0'2'-3 EXHIBIT A Notice of Land Use Decision ° Gill Front Setback Adjustment Case No. ADJ2020-00009 June 11, 2020 Dear Neighbor, The application described below has been APPROVED, with conditions of approval. This decision is final on June 11, 2020, and will go into effect on June 30, 2020, unless an appeal is filed. If you would like a copy of the full decision, or information on how to appeal this decision, please contact the staff person listed below. Appeal Period Deadline: 5 P.M. ON JUNE 29, 2020 Staff Person: Lina Smith,Assistant Planner City of Tigard Planning Division 13125 SW Hall Blvd. Tigard, OR 97223 (503) 718-2438 LinaCS@tigard-or.gov Applicant: Peter Gill 12285 SW 124"Avenue Tigard, OR 97223 Property Owners: Peter and Sharlene Gill 12285 SW 124"Avenue Tigard, OR 97223 Location: 12285 SW 124"Avenue (WCTM 2S103BB,Tax Lot 2000) Project Name: Gill Front Setback Adjustment Case Number: ADJ2020-00009 Request: The applicant requests an adjustment to reduce the front setback from 20 feet to 14 feet for 12285 SW 124`"Avenue. The adjacent property to the north contains a locally significant wetland, and the wetland's 50-foot buffer extends onto the applicant's property. The applicant requests this adjustment in order to accommodate a new garage,while keeping the structure out of this buffer area. Zone: R-4.5: Low-Density Residential Approval Criteria: Community Development Code Chapter 18.715. Additional Information A copy of the materials and evidence considered by the City are part of the public record and available for review. If you would like to review these materials at no cost,please contact the staff person listed above. Hard copies of the materials are available at a reasonable cost. Appeal Information This decision may be appealed by any party that is adversely affected or aggrieved by this decision, who was entitled to written notice of the decision, or who provided written comments. Appeals must be made using the form provided by the City,include the appeal fee, and be submitted within 15 days of this notice. If you would like to file an appeal electronically, please contact the staff person listed above. Staff can make arrangements for the appeal fee to be paid electronically. Appeals may also be submitted by mail, or dropped off in the drop box located in the City of Tigard Permit Center lobby. Failure to raise an issue or failure to provide statements or evidence sufficient to afford the decision maker an opportunity to respond to the issue may preclude appeal to the Land Use Board of Appeals on that issue. All appeal hearings to the City's Hearings Officer are de novo, which allows for the presentation of new evidence,testimony,and argument by any party.All relevant evidence,testimony, and argument presented at the hearing will be considered. The scope of the hearing is not limited to the issues that were raised on appeal. Contact the staff person listed above for more information on how to submit an appeal. Notice to Mortgagee, Lienholder,Vendor, or Seller The Tigard Development Code requires that if you receive this notice it shall be promptly forwarded to the purchaser. City of Tigard, Community Development Department • 13125 SW Hall Boulevard,Tigard, Oregon 97223 Page 2 of 2 EXHIBIT A NOTICE OF TYPE II DECISION ADJUSTMENT ADJ2020-00009 GILL FRONT SETBACK ADJUSTMENT 120 DAYS = September 2, 2020 SECTION I. APPLICATION SUMMARY FILE NAME: GILL FRONT SETBACK ADJUSTMENT CASE NO.: Adjustment ADJ2020-00009 REQUEST: The applicant requests an adjustment to reduce the front setback from 20 feet to 14 feet for 12285 SW 124`" Avenue. The adjacent property to the north contains a locally significant wetland, and the wetland's 50-foot vegetated corridor extends onto the applicant's property. The applicant requests this adjustment in order to accommodate a new garage, while keeping the structure out of the vegetated corridor. APPLICANT: Peter Gill 12285 SW 124`1'Avenue Tigard, OR 97223 OWNERS: Peter and Sharlene Gill 12285 SW 124t1i Avenue Tigard, OR 97223 ZONE: R-4.5: Low-Density Residential LOCATION: 12285 SW 124"'Avenue WCTM 2S103BB,Tax Lot 2000 APPLICABLE Community Development Code 18.715. REVIEW CRITERIA: SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request, subject to certain conditions.The findings and conclusions on which this decision is based are noted in Section V of this decision. NO'll(T OF DFCISION PAGE 1 OF 5 ADJ2020-OW09 G,11A,FRONT SF,,BACK ADJ USTIN11 Xf CONDITIONS OF APPROVAL THE FOLLOWING CONDITIONS MUST BE SATISFIED: 1. Prior to commencing any site work, the applicant must obtain a Clean `Fater Services (CWS) Stormwater Connection Permit Authorization. Plans must be submitted to the City of Tigard for review. The City will forward plans to CWS after preliminary review. 2. The applicant must comply with all conditions outlined in CWS file 19-003143, and the written comments submitted by CWS on May 26, 2020. SECTION III. BACKGROUND INFORMATION Site Information and Proposal Description: The subject property (12285 SW 124`" Avenue;WCTM 2S1031313,Tax Lot 2000) is located on the west side of SW 124t1i Avenue, north of SW Walnut Street, and south of SW Katherine Street. The property currently contains an existing single detached house with an attached garage,and associated landscaping.The property also contains two(2) driveways:one(1) paved driveway at the southern end of the property,which connects to the existing attached garage, and one (1) gravel driveway at the northern end of the property. The property is zoned Low-Density Residential (R- 4.5),as are surrounding properties. The adjacent property to the north contains a locally significant wetland and stream (Kruger Creek,which is part of the Jack Park Greenway).The wetland's 50-foot vegetated corridor extends onto the northern end of the applicant's property. The applicant proposes to construct a new attached garage on the subject property, and requests an adjustment to reduce the front setback from 20 feet to 14 feet, in order to accommodate this new garage, and to keep the structure out of the vegetated corridor. SECTION IV. COMMENTS FROM PROPERTY OWNERS WITHIN 500 FEET The Community Development Code of the City of Tigard requires that all property owners of record within 500 feet of the subject site be notified of the proposal, and be given an opportunity to submit written comments prior to issuance of the decision. Staff mailed notices of this Type II application to affected parties on May 13,2020.Two (2) neighbors submitted written comments in support of this application. No other comments were received. SECTION V. APPLICABLE REVIEW CRITERIA AND FINDINGS 18.715 Adjustments 18.715.050 Approval Criteria A. The approval authority will approve or approve with conditions an adjustment application when all of the criteria in either Subsection 18.715.050.A or B are met. 1. The proposed adjustment results in development that is generally consistent with the purpose of the development standard to be adjusted; and a. Has only minor impacts on surrounding properties or public facilities; or b. Addresses a site constraint or unusual situation; or c. Utilizes innovative design or results in sustainable development. The applicant requests an adjustment to reduce the front setback from 20 feet to 14 feet for 12285 SW 124`''Avenue, NOTUT OF DECISION PAGE 2 OF 5 AD12020-A)009(ALL FRONT SP;IBACK ADJUSTMENT in order to accommodate a new attached garage. The purpose of the front setback requirement is to allow for adequate space between structures and the public right-of-way,which includes the street, and other public facilities (such as utilities) in the right-of-way. SW 124`(' Avenue is classified as a local street in the City of Tigard Transportation System Plan, and has a current right-of-way width of 50 feet. If future development were to occur on the subject property, a two-foot right-of-way dedication would be required, in addition to an eight-foot public utility easement. Therefore, any structures located within the first 10 feet of the existing right-of-wap line would be in conflict with future public facilities. Because the applicant proposes to locate the garage 14 feet away from the existing right-of-way line, the structure will not be in conflict with future public facilities, and the City of Tigard Engineering Division supports the applicant's adjustment request.Accordingly, staff finds the proposed adjustment results in development that is generally consistent with the purpose of the front setback requirement. In addition, the adjacent property to the north contains a locally significant wetland, and the wetland's 50-foot vegetated corridor extends onto the applicant's property.The west side of the property also contains existing,mature trees. The applicant requests this adjustment in order to keep the proposed garage addition out of the vegetated corridor on the north side of the property,and to preserve the existing,mature trees on the west side of the property. Accordingly, staff finds the requested adjustment addresses a site constraint with the subject property, and the applicant's adjustment request is approvable. This criterion is met. 2. The proposed adjustment does not have a greater impact on city-designated sensitive lands than would otherwise occur if the adjustment was not approved; and The proposed adjustment will allow the applicant to avoid any impacts to the city-designated sensitive lands on the subject property. additionally, Clean Water Services reviewed the applicant's proposal, and determined that this project will not significantly impact the existing sensitive areas found near the site. This criterion is met. 3. If the proposed adjustment addresses a site constraint or unusual situation, utilizes innovative design, or results in sustainable development, any impacts from the proposed adjustment are mitigated to the extent practicable;and The proposed adjustment addresses a site constraint, and will allow the applicant to avoid impacts to the city- designated sensitive lands on the subject property. Additionally, the City of Tigard Engineering Division reviewed the applicant's proposal,and determined that the proposed adjustment will not negatively impact existing or future public facilities. This criterion is met. 4. If more than one adjustment is proposed, the cumulative effect of the adjustments results in development that is generally consistent with the existing development pattern of the surrounding area and the overall purpose of the base zone. The applicant does not request more than one (1) adjustment. This criterion does not apply. SECTION VI. OTHER STAFF COMMENTS The City of Tigard Engineering Division was sent a copy of the applicant's proposal, and supported the requested adjustment. The Engineering Division's full comments have been incorporated into the adjustment findings, and are attached to this decision. SECTION VII. AGENCY COMMENTS NOTICE OF DECISION PAGE 3 OF 5 ADJ202O-(X)009(ALL FRONT SE HIACK ADJUSTMENT Clean Water Services issued a Service Provider Letter (CWS file 19-003143) for this proposal on March 31,2020, and determined that this project will not significantly impact the existing sensitive areas found near the site. The agency also submitted written comments, dated May 26, 2020. The City of Tigard and CWS have an intergovernmental agreement stating that the City will ensure implementation of CWS Design and Construction Standards. Accordingly, city staff has included conditions of approval that require the applicant to obtain a Stormwater Connection Permit Authorization, and to comply with all conditions outlined in CWS file 19-003143. Tualatin Valley Fire and Rescue was sent a copy of the applicant's proposal, and had no objections. Attachments: Attachment 1:Approved Site Plan Attachment 2: City of Tigard Engineering Division,Written Comments submitted May 27, 2020 Attachment 3: Clean Water Services, Service Provider Letter dated March 31,2020 Attachment 4: Clean Water Services, Comment Letter dated May 26, 2020 SECTION VIII. PROCEDURE AND APPEAL INFORMATION Notice: Notice was mailed to: X The applicant and owners X Owners of record within the required distance X Affected government agencies NOTI(T OF DFCISI0N PAGE.401,5 ADJ202040009 G11 1,1'R()NI'SF:1B ACK A DJ USTNII':NT Final Decision: THIS DECISION IS FINAL ON JUNE 11, 2020,AND EFFECTIVE ON JUNE 30,2020, UNLESS AN APPEAL IS FILED. Appeal: A Type II decision is final for purposes of appeal on the date the notice is mailed. A Type 11 decision becomes effective on the day after the appeal period expires, unless an appeal is filed. Any party with standing to appeal, as provided in Section 18.710.090.A, may appeal this decision in accordance with Section 18.710.090 of the Community Development Code of the City of Tigard, which provides that a written appeal together with the required fee must be filed with the Director within 15 days of the date the Notice of Decision was mailed. The appeal fee schedule and forms are available at the City of Tigard Permits Center, 13125 SW Hall Boulevard,Tigard, OR 97223. All appeal hearings are de novo, which allows for the presentation of new evidence, testimony, and argument by any party.The appeal authority will consider all relevant evidence,testimony,and argument that are provided at the hearing by the appellant or any party.The scope of the hearing is not limited to the issues that were raised on appeal. THE DEADLINE FOR FILING AN APPEAL IS 5:00 P.M. ON JUNE 29,2020. Questions: If you have any questions, please contact Lina Smith,Assistant Planner at (503) 718-2438,LinaCS ct,tigard-or.gov, or City of Tigard Planning Division, 13125 SW Hall Boulevard,Tigard, OR 97223. June 11,2020 PREPARED BY: Lina Smith DATE Assistant Planner June 11,2020 APPROVED BY: Tom McGuire DATE Assistant Community Development Director NOTICE OF DFICISION PAGR 5 OF 5 ADJ202O-00(K)9 GIH FRONTS];YBACK ADJUSTMENT APPROVED ATTACHMENT 1 e.x c$'"f NCr ':,-(,Eula St' �•� r � l rb. s � � '. .es+wc nRanran,ar • »' a s^„cwA�e �/' COLOR COPY _ CJRp = =.w;+vc wr....-% vr`L�aieac xxr.o.a, eP Todaro zwu xr or. n�oc r ISM se �a on sw ve�+r t.s e M !Reat,f nn.w,tt,R�gtN r r i f z 0�31/2020� tune ec rrt R r. zw r ._,..-.- _-.__....� pvtFat Ir6 a..opi (rut rt r:... MO+ !.• 30'or Lt•tir 'h .r - vre�t,� A'mfr PA�t G',yttf nry rYs') xiMube M � �.(r h :v"'c0._ Me sl Y+Mv 5':mCMv' ' SI -:'4•,.R y.•.t'• �:::.s -.�.... M:ST � nar[ �SCn Ce,te' ♦r r Acv M St R'o't v. ,. 5 �rarnl;,. ,..e.,,�•r Ah`�• s r 'S'„� �WA�a wA,>a R S i 7 E PLAN KERBS/GRASSEx PeMM WMJt 18r Wv�tl+ Aatkm Rote M M'A�'�' OCAIE't*ted V� 4A5a.R. PATE J-tv,NFY SyS-lB NORTN tee n+a 1 r,a c, 'roto a: - Is.os.ne•y:�n ,aH±e m.ET. �b EDT[p ERWE NMSSIF TIME nF-Sicti naCroA46>0.0JLCT EaR: ZL+e+lfa: PE'1£��. 1fN+£R a.A,Rit;' �N Pr4�'•+e ATTACHMENT 2 r REQUEST FOR COMMENTS DATE: May 8,2020 TO: Per Attached FROM: City of Tigard Planning Division STAFF CONTACT: Lina Smith,Assistant Planner Phone: 503 718-2438 Email: LinaCS a ti and-or. ov ADJ2020-00009 - GILL FRONT SETBACK ADJUSTMENT - REQUEST: The applicant requests an adjustment to reduce the front setback from 20 feet to 14 feet for 12285 SW 124`" Avenue. The adjacent property to the north contains a locally significant wetland, and the wetland's 50-foot vegetated corridor extends onto the applicant's property. The applicant requests this adjustment in order to accommodate a new garage,while keeping the structure out of the vegetated corridor. LOCATION: 12285 SW 124`h Avenue;WCTM 2S 1031313, Tax Lot 2000. ZONE: R-4.5: Low-Density Residential Zone. APPLICABLE REVIEW CRITERIA: Community Development Code Chapter 18.715. Attached are the Applicant's Materials for your review. If you wish to comment on this application,WE NEED YOUR COMMENTS BACK BY: MAY 26, 2020. You may use the space provided below or attach a separate letter to return your comments. Please contact the staff person noted above if you are unable to respond by the comment deadline, or if you have any questions. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact at our office. _ Please refer to the enclosed letter or email. x Written comments provided below: SW 124d'Ave is classified as a local road_and currently has a 50'right-of-way If future development required right-of-way dedication to meet the current local road section of 54'then T of dedication would be required,along with an 8'public utility easement Therefore.Engineering would be concerned with anything proposed within 10 feet of the current right-of-way line for SW 124tl'Ave The proposed site plan shows the structure at 14.54' from the current right-of-way line The proposed structure requires a setback adjustment to avoid mature trees and the wetland buffer.Due to this reasoning Engineering is in support of this adjustment Name&Number of Person Commenting:Joe Wisniewski,Assistant City Engineer,971-271-4772 • ATTACHMENT 3 CleanWater Services March 31,2020 Expires:March 31,2022 PETER&SHARLENE GILL 12285 SW 124TH AVE TIGARD OR 97223 RE: CWS file 19-003143;1,175 SF two car garage at 12285 SW 124` Avenue,Tigard OR on tax map 2S103BB02000. Clean Water Services has received your Sensitive Area Certification for the above referenced site. District staff has reviewed the submitted materials including site conditions and the description of your project. Staff concurs that the above referenced project with the attached conditions will not significantly impact the existing Sensitive Areas found near the site. In light of this result,this document will serve as your Service Provider letter as required by Resolution and Order 19-5,Section 3.02.1,as amended by Resolution and Order 19-22. All required permits and approvals must be obtained and completed under applicable local,state,and federal taw. This letter does NOT eliminate the need to protect Sensitive Areas if they are subsequently identified on your site. In order to comply with Clean Water Services water quality protection requirements the project must comply with the following conditions: 1. No structures,development,construction activities,gardens,lawns,application of chemicals, uncontained areas of hazardous materials as defined by Oregon Department of Environmental Quality,pet wastes,dumping of materials of any kind,or other activities shall be permitted within the sensitive area or Vegetated Corridor which may negatively impact water quality,except those allowed in R&O 19-5,Chapter 3,as amended by R&O 19-22. 2. Prior to any activity within the sensitive area,the applicant shall gain authorization for the project from the Oregon Department of State Lands(DSL)and US Arany Corps of Engineers(USACE). The applicant shall provide Clean Water Services or its designee(appropriate city)with copies of all DSL and USACE project authorization permits. 3. An approved Oregon Department of Forestry Notification is required for one or more trees harvested for sale,trade,or barter,on any non-federal lands within the State of Oregon. 4. Prior to ground disturbing activities an erosion control permit is required.Appropriate Best Management Practices(BMP's)for Erosion Control,in accordance with Clean Water Services' Erosion Prevention and Sediment Control Planning and Design Manual,shall be used prior to, during,and following earth disturbing activities. 5. Activities located within the 100-year floodplain shall comply with R&O 19-5,Section 5.10,as amended by R&O 19-22. 6. Removal of native,woody vegetation shall be limited to the greatest extent practicable. 7. The detention pond and/or water quality swale shall be planted with Clean Water Services approved native species,and designed to blend into the natural surroundings. 8. Should final development plans differ from those submitted for review by Clean Water Services, the applicant shall provide updated drawings,and if necessary,obtain a revised Service Provider Letter. 2550 SW Hillsboro Highway,Hillsboro,Oregon 97123 p:503-691-3600 f-503.681.3603 cleanwaterservices org 9. The Vegetated Corridor width for sensitive areas within the project site shall be a minimum of 50 feet wide,as measured horizontally from the delineated boundary of the sensitive area. 10. For Vegetated Corridors up to 50 feet wide,the applicant shall enhance the entire Vegetated Corridor to meet or exceed good corridor condition as defined in R&O 19-5,Section 3.14.2, Table 3-3,as amended by R&O 19-22. 11. Removal of invasive non-native species by hand is required.Replanting is required of any cleared areas larger than 25 square feet using low impact methods. 12. Prior to installation of plant materials,all invasive vegetation within the Vegetated Corridor shall be removed per methods described in Clean Water Services'Integrated Pest Management Plan, 2019.During removal of invasive vegetation care shall be taken to minimize impacts to existing native tree and shrub species. 13. The City of Tigard and/or Clean Water Services shall be notified 72 hours prior to the start and completion of enhancement/restoration activities. Enhancement/restoration activities shall comply with the guidelines provided in Planting Requirements(R&O 19-5,Appendix A,as amended by R&O 19-22). This Service Provider Letter is not valid unless CWCannroved she plan is attache If you have any questions,please feel free to call me at(503)681-3653. Sincerely, Lindsey Obermiller Environmental Plan Review Attachment(1 } 2 of 2 4x hF vi` L COLOR COPY 194303143 In's io'or.enter SITE PLAN tQ HEM/t."sSF, ��TL,aml—1. —mm NORTH WdRE,a 33 15, U117�,W,I f;—,—o ia I Itils,A,I,;,-N, XASSIL TIONIP DF91ON ATTACHMENT 4 MEMORANDUM Date: May 26, 2020 To: Lina Smith, Assistant Planner, City of Tigard From: Jackie Sue Humphreys, Clean Water Services (CWS) Subject: Gill Residence Front Setback,ADJ2020-00009, 2S103BB02000 Please include the following comments when writing your conditions of approval: PRIOR TO ANY WORK ON THE SITE A Clean Water Services (CWS) Stormwater Connection Permit Authorization must be obtained. Application for CWS Permit Authorization must be in accordance with the requirements of the Design and Construction Standards, Resolution and Order No. 19-5 as amended by R&O 19-22, or prior standards as meeting the implementation policy of R&O 18-28, and is to include: a. Detailed plans prepared in accordance with Chapter 2, Section 2.04. b. Detailed grading and erosion control plan. An Erosion Control Permit will be required. Area of Disturbance must be clearly identified on submitted construction plans. c. Detailed plans showing the development having direct access by gravity to public storm and sanitary sewer. d. Provisions for water quality in accordance with the requirements of the above named design standards. Water Quality is required for all new development and redevelopment areas per R&O 19-5, Section 4.04. Access shall be provided for maintenance of facility per R&O 19-5, Section 4.07.6. e. If use of an existing offsite or regional Water Quality Facility is proposed, it must be clearly identified on plans, showing its location, condition, capacity to treat this site and, any additional improvements and/or upgrades that may be needed to utilize that facility. f. If private lot LIDA systems proposed, must comply with the current CWS Design and Construction Standards. A private maintenance agreement, for the proposed private lot LIDA systems, needs to be provided to the City for review and acceptance. g. Show all existing and proposed easements on plans. Any required storm sewer, sanitary sewer, and water quality related easements must be granted to the City. h. Applicant shall comply with the conditions as set forth in the Service Provider Letter No. 19-003143, dated March 31, 2020. i. Any proposed offsite construction activities will require an update or amendment to the current Service Provider Letter for this project. CONCLUSION This Land Use Review does not constitute CWS approval of storm or sanitary sewer compliance to the NPDES permit held by CWS. CWS, prior to issuance of any connection permits, must approve final construction plans and drainage calculations. EXHIBIT B City ofTigard City ofTigard Community Development 14 Community Development ATTN: Lina Smith ATTN: Lina Smith 13125 SW Hall Blvd. 13125 SW Hall Blvd. Tigard, OR 97223 Tigard, OR 97223 29 PETER GILL HUGHES, GARY A & SANDRA L 12285 SW 124TH AVENUE 12148 SW 125TH AVE TIGARD, OR 97223 TIGARD, OR 97223 City ofTigard Community Development C ATTN: Lina Smith 13125 SW Hall Blvd. Tigard, OR 97223 MINER, MARGARET K 12470 SW 124TH AVE TIGARD, OR 97223 H AFFIDAVIT OF MAILING TIGARD I, Lina Smith,being first duly sworn/affirm, on oath depose and say that I am an Assistant Planner for the City of Tigard,Washington County, Oregon and that I served the following: {Check.Appropriate Box(s)Bdoxv} ® NOTICE OF Lana Use Apphcation FOR: Gill Front Setback Adjustment ADJ2020-00009 ❑ AMENDED NOTICE— Decision making body: ® City of Tigard Community Development Director / Designee ❑ Tigard Hearings Officer ❑ Tigard Planning Commission ❑ Tigard City Council A copy of the said notice being hereto attached,marked Exhibit "A",and by reference made a part hereof,was mailed to each named person(s) at the address(s) shown on the attached list(s),marked Exhibit "B",and by reference made a part hereof, May 13,2020 and deposited in the United States Mail on May 13,2020 ,postage prepaid. Lina Smith STATE OF OREGON ) County of Washington ) ss. City of Tigard ) Subscribed and sworn/affirmed before me on the day of ,2020. I� OFFICIAL STAMP ( „ EDGARDO MALDONADO , NOTARY PUBLIC OREGON ems; COMMISSION NO 99141 MY G0MMfS1'10N EXPIRES OCTOBER 01 2023 NOTARY PU LIC OF OREGON My Commission Expires: 3 EXHIBIT A Notice of Land Use Application Gill Front Setback Adjustment ' Case No. ADJ2020-00009 May 13, 2020 Dear Neighbor, You are invited to submit written comments on the application described below. If you would like more information about this application, or would like to submit written comments, please contact the staff person listed below. The City will consider all written comments prior to issuing a decision. Comments must be directed toward the approval criteria listed below, and must be submitted to the staff person by the end of the comment period. Comment Period Deadline: 5 P.M. ON MAY 27, 2020 Staff Person: Lina Smith, Assistant Planner City of Tigard Planning Division 13125 SW Hall Blvd. Tigard, OR 97223 (503) 718-2438 LinaCS@tigard-or.gov Applicant: Peter Gill 12285 SW 124`'Avenue Tigard, OR 97223 Property Owners: Peter and Sharlene Gill 12285 SW 124"'Avenue Tigard, OR 97223 Location: 12285 SW 124`'Avenue (WCTM 2S103BB,Tax Lot 2000) Project Name: Gill Front Setback Adjustment Case Number: ADJ2020-00009 Request: The applicant requests an adjustment to reduce the front setback from 20 feet to 14 feet for 12285 SW 124"'Avenue. The adjacent property to the north contains a locally significant wetland, and the wetland's 50-foot buffer extends onto the applicant's property. The applicant requests this adjustment in order to accommodate a new garage,while keeping the structure out of this buffer area. Zone: R-4.5: Low-Density Residential City of Tigard, Community Development Department • 13125 SW Hall Boulevard,Tigard, Oregon 97223 Page 1 of 2 Approval Criteria: Community Development Code Chapter 18.715. Additional Information A copy of the materials and evidence considered by the City are part of the public record and available for review. If you would like to review these materials at no cost,please contact the staff person listed above. Hard copies of the materials are available at a reasonable cost. Next Steps After considering all the evidence, including the applicant's materials, all public comments, and the applicable approval criteria, the City will approve the application, approve the application with conditions, or deny the application. The decision will be mailed to the applicant, and anyone who submitted written comments. Appeal Information Failure to raise an issue or failure to provide statements or evidence sufficient to afford the decision maker an opportunity to respond to the issue may preclude appeal on that issue.The decision may be appealed by any party that is adversely aggrieved by this decision, who was entitled to written notice of the decision, or who provided written comments.Appeals must be made using the form provided by the City,include the appeal fee,and be submitted within 15 days of the notice of decision. Contact the staff person listed above for more information on how to submit an appeal. Notice to Mortgagee, Lienholder,Vendor,or Seller The Tigard Development Code requires that if you receive this notice it shall be promptly forwarded to the purchaser. Attachment: Proposed Site Plan City of Tigard,Community Development Department• 13125 SW Hall Boulevard,Tigard, Oregon 97223 Page 2 of 2 • N 1718'05'W 100.56• .. ,,,�—EX15nNC PROPERTY UNE y JACK_PARK GREENWAY • 0.5C' ————— PROPOSED )C92 2 CAR GARAGE 3 I EXISTING PROPERTY UNE 32.00' EXISTING SINGLE N f FAMILY RESIDENCE / \—EXISTING , ' GRAVEL • N DRIVEWAY -- ------ ,___—'----- bbd EwsnNc CONCRETE - - DRIVEWAY / '.•' \ H at SIDEWALK �•. . • t6.00 -EXISTING 19'NIDE / / •_• DRIVEWAY APPROACH t'. - '.N i'34'40•E fi952••".•.".".".".•.".- __. CO'EXISTING— SIDEWALK I�. °• - .__ 3.5'EXISTING� PLANTER 7 D.5'EXISTING. - CUREI EXISTING W.M.--� �W 124TH.-AVE. RECOVED up 15 zozo CE?ITERUNE� N01@ 1.CON?RACTCR%SP C='!ExAC`LOCA-NSOF l'IL?`'iT'I�S OF STREET p1Ty pF TiGARD (Zs') 2.CNDERGROUND CAS LINE(VERIFv „A•,.ON) NGINEERiNG .RO.IECTLGNMILGESCNRION: FDRIVEW1c ANFx SITE PLAN PROPFT LBM:NGSP5I3 STATE W.2S101SB02000 LATWO AY 8 IIIA LK N/A SIO.Ff. LOT 2G GROOKWAY COVE-M PORCH WA SO.FT. SCALE:V-IIMY WA, WAIMINGTONCOCOwIIY.OREGON oroow IO TOTAL.NIA 50,Fr. �i-0=•REv_!•]P1L NORTH Lor AFS& oe 112M S AODREfR LOT WILD A 15A18A SO.FT TIGARDW1NiOAVE MI'ANNCLLOMOVER 2,829.9280.Ff. TIOARD.OREOON erns (NOrpJCLU08q oVERHAN031 PNO 21.1%LOTCOVERAGE hWSIE HOME DESIGN PETEE G4L0.1lCf IOR: ZONING:ILL ZIXIE:RX.S.(HD) eoo Nwmm erm[>O Nmronro asalwA,aNNgxv� aNll swiG...�++mw EXHIBIT B 2S103BB12900 2S103BB05000 ARDINGER,KEITH E&SHERRY A ASHENFELTER FAMILY TRUST PO BOX 23459 BY ASHENFELTER,CHARLES&BEVERLY T TIGARD,OR 97281 12360 SW KATHERINE ST TIGARD,OR 97223 ATTN:DONNY LEE 2S103BB01900 SECTOR HOUSING OFFICER BACH`LANN,CARL J 2185 SE 12TH PLACE GALLAGHER,THERESA E WARRENTON,OR 97146 12355 SW 124TH ANTE TIGARD,OR 97223 2S103BB02400 BEILKE,SUSAN BARRY,KELLIE&KEVIN 11755 SW 114TH PLACE 12135 SW 124TH AVE TIGIRD,OR 97223 TIGIIRD,OR 97223 multiple 2S103BB03200 BELLWOOD TERRACE LLC BENEDICT,Cfl-1RLO1—M ELIZABETH BY EDWARD ZAKOCS BENEDICT,M ARK RUSSELL PO BOX 189 12198 SW 125TH ANTE YA'IIHILL, OR 97148 TIGARD,OR 97223 2S103BB12700 2S103BB12600 BILL,JOSEPH AKIR.-1 BISHOP,BRANDON J&LESLIE K KANATA,MARIKO 12335 SW ANN CT 12305 SW ANN CT TIGARD,OR 97223 TIGARD,OR 97223 2S103BB08801 2S104 AA03700 BOWERS LIVING TRUST BRAY,DENISE ELIZABETH LIVING TR BY BOWERS,BONNIE TR 7495 SW BELLROSE LN 12455 SW 122ND AVE TIGARD,OR 97223 PORTLAND,OR 97223 2S103BB05300 2S103BB03500 BRILES,JASON C&T\LILAIKA A BROWN, :MELODY F 12150 SW 124TH AVE 12193 SW 125TH AVE TIGARD,OR 97223 TIGARD,OR 97223 BUEHNER,GRETCHEN C AFF ALL,REX PO BOX 230268 13205 SW VILLAGE GLENN TIGIRD,OR 97281 TIGARD,OR 97223 CAROL RENAUD CITY OF TIGARD COUNTY ADMINISTRATIVE OFFICE-COMMUNITY ATTN:LINA SMITH ENGAGEMENT 13125 SW HALL BLVD. 254 N FIRST AVENUE MS20 TIGARD,OR 97223 HILLSBORO,OR 97124 2S103BB00800 2S103BB11100 CLERE,CHRISTIAN F&CYNTHLA L CLIFFORD,,NLNRK 12525 SW 124TH AVE 12115 SW 123RD CT TIGARD,OR 97223 TIGARD,OR 97223 2S104 A03400 CONNERY,ST ICY COATS,-MI CH SEL A&CAROL J 12564 SW;\L'IN STREET 12200 SW 126TH.AVE TIGARD,OR 97223 TIGARD,OR 97223 CR3GHEAD,ALEXANDER 2S103BB08201 12205 SW I-L1LL BOULEVARD DALTON,LEN&KAREN REVOCABLE LI TIGARD,OR 97223-6210 12260 SW 124TH.AVE TIGARD,OR 97223 2S103BB03300 DEFILIPPIS,VICTOR DANIEL GRANT LLC 13892 SW BR3YDON CT BY YOZAIMP,KIMBERLYN A TIGARD,OR 97224 PO BOX 230815 PORTLAND,OR 97281 2S103BB01500 ENGVALL,ANN DONOV AN,RUTH REVOCABLE 15461 SW 82 PL LIVING TRUST TIGIRD,OR 97224 12480 SW BROOK CT TIGARD,OR 97223 2S103BB07600 2S103BB11300 EV ANS,DALE F JOANN FLAMING,DANT ID JOHN&EDITH 12502 SW 123RD,-AVE DOREEN FLAMING REV LIV TRUST TIGARD,OR 97223 12135 SW 123RD CRT TIGIRD,OR 97223 2S103BB01700 FROUDE,BEVERLY FRANCO,VICTOR M 12200 SW BULL MOUNT SIN ROAD 12479 SW BROOK CT TIGIRD,OR 97224 TIGARD,OR 97223 2S103131311200 2S103BB02000 GAETA,R1FAEL GILL,PETER J.AND SH ARLENE 12125 SW 123RD CT 12285 SW 124TH AVE TIGARD,OR 97223 TIGARD,OR 97223 2S103131301100 2S103BB04900 GOODRICH,DAVID R&COLLEEN C GUNZNER,JEFFREY SCOTT 12465 SW 124TH AVE 12350 SW KATHERINE ST TIGARD,OR 97223 TIGARD,OR 97223 HADLEY,BONNIE CHAIR CPO 4B HAMILTON,LISA CPO 4B VICE CHAIR 16200 SW PACIFIC HWY SUITE H BOX 242 13565 SW BEEF BEND ROAD TIGARD,OR 97224 TIGIRD,OR 97224 2S103BB03400 2S103BB05700 HARSHFIELD,RUTH A HARTFIELD,LEE E AND APRIL L 12505 SW KAREN ST 12500 SW 124TH TIGARD,OR 97223 TIGARD,OR 97223 2S103BB02200 HERING,J.BLAKE. HAYNES,DALLAS lei&RACHAEL E NORRIS BEGGS&SITIPSON 12175 SW 124TH AVE 121 SW MORRISON,SUITE 200 TIGARD,OR 97223 PORTLAND,OR 97204 2S103BB07900 2S103BB08100 HINDS,THOIT\LAS& HINDS,THML-�S M JUDY HINDS,PAUL W 12350 SW 124TH AVE HINDS,JAMES A TIG_1RD,OR 97223 12290 SW 124TH AVE PORTLAND,OR 97223 2S103BB07901 2S103BB03000 HINDS,TORI ill&JUDY G HING,LEONARD F AND LINDA L 12350 SW 124TH AVE 12168 SW 125TH AVENUE TIGARD,OR 97223 TIGARD,OR 97223 HOG 1N,KEVIN 2S103BB00900 14357 SW 133RD AVENUE HOLCOMB,FREDERICK P TIGARD,OR 97224 12515 SW 124TH AVE TIGARD,OR 97223 2S103BB03100 2S103BB03600 HORNE,CALVIN W&TIONA L HOWE, L-�RL1 K&TYLER D 12188 SW 125TH 12173 SW 125TH AVE TIGARD,OR 97224 TIGARD,OR 97223 HOWLAND,HAROLD AND RUTH 2S103BB02500 13145 SW BENISH HOWSON,BRIAN C&GRACE A TIGARD,OR 97223 12115 SW 124TH AVE TIGARD,OR 97223 2S103BB02900 2S103131313000 HUGHES,GARY A&SANDRA L JACKSON,DAVID W 12148 SW 125TH AVE 12210 SW ANN CT TIGARD,OR 97223 PORTLAND,OR 97223 2S103BB01300 2S103BB01800 JOHNSON,ARIC KEOUGH,DOUGLAS J AND IAL-1RSHA D 12405 SW 124TH AVE 12475 SW BROOK CT TIGARD,OR 97223 TIGARD,OR 97223 2S103BB02100 2S103BB02300 KIM,KATI LE,HOA T 12195 SW 124TH AVE LE,HIEU T TIG.ARD,OR 97223 12165 SW 124TH AVE TIGARD,OR 97223 2S103BB02800 LISA HAMILTON CPO 4B VICE-CHAIR LEE,HAI-KYUNG JUNG AND 16200 SW PACIFIC HWY SUITE H BOX 242 HENRY HYUNGSUK TIGARD,OR 97224 12118 SW 125TH TIGARD,OR 97223 LONG,JIl\I CHAIR,CPO 4M 25104 A03600 10655 SW HILL BLVD. LYNCH,JERETNIL-M J &ERIN J TIGARD,OR 97223 12515 SW KAREN ST PORTLAND,OR 97223 2S103BB05200 2S103BB01000 T\L-MINI,VIRGINIA IM �MERRILL,Z ACHU1RY C&ASHLEY C 12120 SW 124TH AVE 12475 SW 124TH.AVE TIGARD,OR 97223 TIGARD,OR 97223 MILDREN,GENE 2S103BB05600 �IILDREN DESIGN GROUP MINER,T\IARG ARET K 7650 SW BEVELAND ST,STE 120 12470 SW 124TH.AVE TIG_1RD,OR 97223 TIGARD,OR 97223 25104 A03500 MURDOCK,NATHAN AND ANN MOYLEY,ROBERT E&SHANNON\M 7415 SW SPRUCE STREET 12230 SW 126TH ST TIGARD,OR 97223 TIGARD,OR 97223 NEAL BROWN.GRI 2S103BB05500 MEADOWS INC REALTORS NORDWELL,STEVEN L&KATHLEEN V 12655 SW NORTH DAKOTA STREET 12450 SW 124TH AVE TIGARD,OR 97223 TIGARD,OR 97223 2S103BB01600 2S103131308200 OSW QLD, ACK D AND PARKER,CHERYL S SALLY JOYCE 12280 SW 124TH AVE 12482 SW BROOK COURT TIGIRD,OR 97223 TIGARD,OR 97223 2S103BB08600 2S103BB02700 PAULSON,ANGEI-k RENE REV LIV TRU PETERS,NANCY M 12435 SW 122ND AVE 12490 SW KATHERINE ST TIGARD,OR 97223 TIGARD,OR 97223 2S103131311500 2S103BB13200 PILSWORTH,JOHN E PRESTON,KRISTIN N MILLER,LISA J 12270 SW ANN COURT 12165 SW 123RD CT TIGARD,OR 97223 TIGARD,OR 97223 25104 A03300 2S103BB07700 R&C REAL ESTATE INVESTIMENTS LL RAPHAEL,JACQUELINE BY KANEMORI,RAYNARD Y CHILSTROM,LE ANNE K 9733 112TH AVE NE 12430 SW 124TH AVE KIRKL:IND,WA 98033 TIGIRD,OR 97223 ROGERS,KATE ROR�l<-1N,SUE 9527 SW BROOKLYN LN 11250 SW 82ND AVE TIGARD,OR,97224 TIGARD,OR 97223 RUEDY,ROBERT 2S103BB03700 14185 SW 100TH ANT ENUE SANTANA,NANCY P ADILLA TIGARD,OR 97224 12153 SW 125TH AVE TIGARD,OR 97223 2S103131313100 SAVANNAH EDSON S AUNDERS,BARNETT E&KAREN S METROPOLITAN LAND GROUP,LLC 12240 SW_ANN CT 17933 NW EVERGREEN PARKWAY,SUITE 300 TIGARD,OR 97223 BEAVERTON,OR 97006 2S103BB01400 2S103BB05100 SCHMIERER,DARRIN W&TIFF-1NY R SCHOBER,JON F AND GRACE M 12476 SW BROOK CT 12110 SW 124TH ST TIGARD,OR 97223 TIGARD,OR 97223 2S103BB01200 2S103BB08700 SCHREINER,STEVEN A SCHROEDER,TIM R&V ANESSA R 12425 SW 124TH AVE 12445 SW 122ND,AVE TIGIRD,OR 97223 TIGARD,OR 97223 2S103BB03800 2S103BB12800 SEM,JOSEPH C&JOAN E SITAR,SUNIT,LIVING TURST 15025 SW 141ST AVE 12275 SW'ANN CT TIGIRD,OR 97224 TIGARD,OR 97223 2S103BB08400 2S103BB07800 SMITH,TIMOTHY&MOLLY SPARWASSER FA- IILY TRUST 12415 SW 122ND AVE BY SPARWr1SSER,RICFLIRD&KAREN TRS TIGARD,OR 97223 12410 SW 124TH AVE TIGARD,OR 97223 SPRING,BRAD SUNDBERG,ROSS 7555 SW SPRUCE STREET 16382 SW 104TH AVE TIGARD,OR 97223 TIGARD,OR 97224 2S104 XW3800 2S103BB02600 SUTTON TRUST SWEITZ,TROY J&CHRISTIE A BY SUTTON,STEPHEN N TR 12480 SW KATHERINE 12580 SW KAREN ST TIGARD,OR 97223 TIGARD,OR 97223 TTSD 2S103131311400 ATTN:D AVID MOORE WEBB,THOM.-�S E AND JUDY A 6960 SW SANDBURG ST 12145 SW 123RD CT TIG_1RD,OR 97223 TIGIRD,OR 97223 WEGENER,BRL-�N 2S103BB07500 9830 SW KIMBERLY DRIVE WYLDER,RICfIARD D TIGARD,OR 97224 12512 SW 123RD_AVE TIGARD,OR 97223 2S103BB03301 2S103BB08500 Y ANDLE FAMILY REVOCABLE TRUST YOUNG,JOHN G&VIRGINIA F BY JOHN C/HEATHER A Y YNDLE TRS 12425 SW 122ND AV 2804 MISSION COLLEGE BLVD TIGARD,OR 97223 SANTA CLARA,CA 95054 2S103BB05400 YU,RUI YU YU,QING QING 4623 KETCHIKAN AVE NE SALEM,OR 97305 APPLICANT MATERIALS Application Fee: $388 ® City of Tigard APR 15 2020 Case #: AW2AK--Q2QQq COMMUNITY DEVELOPMENT —N�j 'II 'VIC &N' NG Master Land Us'e"A" Y'Hon LAND USE APPLICATION TYPE 0 Accessory Dwelling Unit(ADU) 1 0 Modification: 0Type I D Type 11 CK) Adjustment 0 Planned Development: 0 Annexation 0 Consolidated Plan 0 Comprehensive Plan Map Amendment D Concept Plan 0 Conditional Use 0 Detailed Plan 0 Downtown Design Review: 0 Sensitive Lands Review: 13 Track 1 0 Track 2 EJ Track 3 0 Type 1 0 Type II LJ Type III 0 Home Occupation-'Type 11 0 Site Development Review: 11 Type I 1--J Type 11 0 Land Partition 0 Subdivision 0 Lot Line Adjustment/Lot Consolidation CD Temporary Use Permit 0 MarlFacility Permit Marijuana 0 Urban Forestry Plan: 0 Miscellaneous: D' Modification 0 Discretionarv, Review 0 Type 11 U-) Type 111 0 Zoning Map Amendment PROJECT INFORMATION Project name: Gill Front Setback Adjustment Brief description of project: Request for adjustment to reduce front setback, in order to add a shop to the existing house. SITE INFORMATION Location (address if available): 12285 SW 124th Ave., Tigard, OR 97223 Tax map and tax lot number(s): 2S 1 03BBn2OOO Site size: 0.32 acres Zone: R-4.5 APPLICANT INFORMATION Name: Mailu'ig address: It City/State: It 'N zir): Phone: -�':',C-3 Email: cN I L-t--1 Applicant's representative: Phone: Email: City ofTigard - 13125 S\W Hall Blvd. Tigard,Oregon 97223 www.tigard-orgov 503-718-2421 Page loft PROPERTY OWNER INFORMATION ® Same as applicant (Attach list for additional owners) Name: Mailing address: City/State: Zip: Phone: Email: SUBMITTAL REQUIREMENTS In addition to this application form,you must submit all required items listed in Subsection 18.710.030.0 of Tigard's Community Development Code. If you are unsure what is required with ,your application,please contact the planner on duty at 503-718-2421 or tti ardplannerondutyatigard-or.gov. I certify that I am the property owner or I am eligible to initiate this application,as provided in the Tigard Community Development Code. To the best of my knowledge, all the information provided within this application package is complete and accurate. Applicant's signature* Print name Date t'7 Property owner's signature* Print name Date Property owner's signature* Print name Date *The owner must sign this application or submit a separate written authorization when the owner and applicant are different people. Case No.: 1CDT7?,020'OD009 Application fee: —Awf'��. Received b : L Date: 15� Related Case(s): Determined complete by: No Date: City ofTigard 13125 SW Hall Blvd. Tigard,Oregon 97223 www.tigard-or.gov 503-718-2421 Page 2 oft 7/1/18 TO 6/30/19 REAL PROPERTY TAX STATEMENT WASHINGTON COUNTY OREGON * 155 N FIRST AVE., RM 130 * HILLSBORO, OREGON 97124 PROPERTY DESCRIPTION MAP: 2S13BB-02000 ACCOUNT NO: R472278 SITUS: 12285 SW 124TH AVE, 000939 GILL, PETER J & 2018-2019 CURRENT TAX BY DISTRICT: GILL, SHARLENE COLLEGE-PORTLAND COMMUNITY 77 gp 12285 SW 124TH AVE ESD-NW REGIONAL TIGARD, OR 97223 42.31 SCH-TIGARD/TUALATIN 1,370.59 SCH-TIGARD TUALATIN-LOL AFTER 276.87 LEGAL DESCRIPTION CODE AREA: 023.74 EDUCATION TAXES: $1,767.57 BROOKWAY, LOT 20, ACRES .32 WASHINGTON COUNTY 618.47 - REG-METRO SERVICE-DISTRICT- - 26.58 PORT-PORTLAND 19.30 FIRE-TV FIRE & RESCUE 419.54 CITY-TIGARD 691.29 VALUES: LAST YEAR THIS YEAR CLEAN WATER SERVICES 0.00 UR-TIGARD-DOT 23.42 MARKET VALUES: AQUATIC-TIGARD TUALATIN 24.72 LAND 195,390 252,000 REG-METRO-AFTER 1/1/2013 26.58 STRUCTURE 210,370 229,620 FIRE-TV FIRE & RESCUE-AFTER 1 TOTAL RMV VALUE: 405,760 481,620 124.59 WASHINGTON COUNTY LOL AFTER 1 177.20 TAXABLE VALUES: SWC-TUALATIN 19.02 ASSESSED VALUE 268,810 276,870 GENERAL GOVERNMENT TAXES: $2,170.71 BOND-SCH-TIGARD TUALATIN-AFTE 488.54 BOND-TV FIRE & RESCUE AFTER 30.10 PROPERTY TAXES: $4,590.56 $4,762.69 BOND-WASHINGTON COUNTY AFTER 19.35 BOND-CITY OF TIGARD-AFTER 96.85 APPEAL DEADLINE December 31,2018 BOND-METRO SERVICE-AFTER 77.55 Value Questions 503-846-8826 BOND-PCC-AFTER 112.02 Tax Questions 503-846-8801 BOND AND MISC TAX: $824.41 - Business Pgrsonat Pro peft ---------_.y____-- -- Other Questions 503446-8741 2018-19 TAX (Before Discount) $4,762.69 PROPERTY TAX PAYMENT OPTIONS (See back of Statement for payment instructions.) Due Discount Net Amount Due Pay In Full 11/15/18 142.88 $4,619.81 DELINQUENT TAXES: NO DELINQUENT TAXES DUE 213 11/15/18 63.50 $3,111.63 (See back for explanation of taxes marked with an asterisk(*). 1/3 11/15/18 NONE $1,587.57 Delinquent Tax Total is included in payment options to the left.) MAKE PAYABLE TO:Washington County TOTAL (After Discount): Online- https://ecomm.co.washington.or.us/propertytax $4,619.81 Pay By Phone:1(888)510-9274 We have moved back to the Public Services Building! Located at 155 N. First Ave., Suite 130, Hillsboro, OR 97124 All Payments Processed Upon Receipt DATE: July 10, 2019 RE: Written Summary of Gill Adjustment Request to Reduce Rear Setback from 20' to 14' at 12285 SW 124th Ave FROM: Peter & Sharlene Gill 12285 SW 124th Ave Tigard, OR 97223 503-367-0648 pgilll@frontier.com We are requesting a 6' setback adjustment at the closest point to the front property line to accommodate the addition of a shop. The shop is to be attached to the north end of the existing residence. The reason for the shop is for hobby vehicle work and wood working. We have lived in this house since 1987 and intent to remain here. DATE: July 10, 2019 RE: 18.715.050.A Approval Criteria for Gill Adjustment Request for Front Setback from 20' to 14' at 12285 SW 124th Ave. FROM: Peter & Sharlene Gill 12285 SW 124th Ave Tigard, OR 97223 503-367-0648 pgilll@frontier.com The following is our response to the criteria outlined in Section 18.715.050.A demonstrating substantial compliance for the requested adjustment. 1. The proposed adjustment results in development that is generally consistent with the purpose of the development standard to be adjusted; a. The front setback is being requested so that we can keep the desired square footage of the project. This property is limited to the north due to the setback required because of the sensitive wetlands buffer. 50' from edge of sensitive wetlands. 2. If more than one adjustment is proposed, the cumulative effect of the adjustments results in development that is generally consistent with the existing development pattern of the surrounding area and the overall purpose of the base zone; a. There are no other adjustments being requested. 3. The proposed adjustment utilizes innovative design, results in sustainable development, or addresses a site constraint or unusual situation; a. The proposed adjustments address the unusual situation criteria in the following ways; I. This project doesn't block or interfere with views from other surrounding properties. II. There are no private properties that abut the north end of this Site. The property to the north is unimproved city greenway. III. The adjustment that we are requesting is a small area of the project footprint, approximately sq. ft. IV. Zoning for this property and area is residential. The project is a hobby working area only. No commercial or business activities will be performed on this property. V. Our lot size is .32 acres. This project doesn't affect or reduce the usability of this property. VI. The street view of this project will be consistent will the current resident architectural design and style. The same style of roof line, siding and window style. 4. The proposed adjustment does not have a greater impact on city-designed sensitive lands than would otherwise occur if the adjustment was not approved; a. This project does not encroach onto or effect city designated sensitive land. S. Any impacts from the proposed adjustment are mitigated to the extent practicable. a. Three trees will need to be removed for this project. Two of those are dying and need to be removed regardless. There are currently 13 trees on this property that won't be affected by this project. At the completion of the building phase the project area will be landscaped to be consistent with the rest of the property. C1eanWater Services March 31,2020 Expires:March 31,2022 PETER&SHARLENE GILL 12285 SW 124TH AVE TIGARD OR 97223 RE: CWS file 19-003143; 1,175 SF two car garage at 12285 SW 124te Avenue,Tigard OR on tax map 2S103BB02000. Clean Water Services has received your Sensitive Area Certification for the above referenced site. District staff has reviewed the submitted materials including site conditions and the description of your project. Staff concurs that the above referenced project with the attached conditions will not significantly impact the existing Sensitive Areas found near the site. In light of this result,this document will serve as your Service Provider letter as required by Resolution and Order 19-5,Section 3.02.1,as amended by Resolution and Order 19-22. All required permits and approvals must be obtained and completed under applicable local,state,and federal law. This letter does NOT eliminate the need to protect Sensitive Areas if they are subsequently identified on your site. In order to comply with Clean Water Services water quality protection requirements the project must comply with the following conditions: 1. No structures,development,construction activities,gardens,lawns,application of chemicals, uncontained areas of hazardous materials as defined by Oregon Department of Environmental Quality,pet wastes,dumping of materials of any kind,or other activities shall be permitted within the sensitive area or Vegetated Corridor which may negatively impact water quality,except those allowed in R&O 19-5,Chapter 3,as amended by R&O 19-22. 2. Prior to any activity within the sensitive area,the applicant shall gain authorization for the project from the Oregon Department of State Lands(DSL)and US Army Corps of Engineers(USAGE). The applicant shall provide Clean Water Services or its designee(appropriate city)with copies of all DSL and USACE project authorization permits. 3. An approved Oregon Department of Forestry Notification is required for one or more trees harvested for sale,trade,or barter,on any non-federal lands within the State of Oregon. 4. Prior to ground disturbing activities an erosion control permit is required.Appropriate Best Management Practices(BMP's)for Erosion Control,in accordance with Clean Water Services' Erosion Prevention and Sediment Control Planning and Design Manual,shall be used prior to, during,and following earth disturbing activities. 5. Activities located within the 100-year floodplain shall comply with R&O 19-5,Section 5.10,as amended by R&O 19-22. 6. Removal of native,woody vegetation shall be limited to the greatest extent practicable. 7. The detention pond and/or water quality swale shall be planted with Clean Water Services approved native species,and designed to blend into the natural surroundings. 8. Should final development plans differ from those submitted for review by Clean Water Services, the applicant shall provide updated drawings,and if necessary,obtain a revised Service Provider Letter. 2550 SW Hillsboro Highway,Hillsboro,Oregon 97123 p:503.681.3600 f:503.681.3603 cleanwaterservices.org 9. The Vegetated Corridor width for sensitive areas within the project site shall be a minimum of 50 feet wide,as measured horizontally from the delineated boundary of the sensitive area. 10. For Vegetated Corridors up to 50 feet wide,the applicant shall enhance the entire Vegetated Corridor to meet or exceed good corridor condition as defined in R&O 19-5,Section 3.14.2, Table 3-3,as amended by R&O 19-22. 11. Removal of invasive non-native species by hand is required.Replanting is required of any cleared areas larger than 25 square feet using low impact methods. 12. Prior to installation of plant materials,all invasive vegetation within the Vegetated Corridor shall be removed per methods described in Clean Water Services'Integrated Pest Management Plan, 2019.During removal of invasive vegetation care shall be taken to minimize impacts to existing native tree and shrub species. 13. The City of Tigard and/or Clean Water Services shall be notified 72 hours prior to the start and completion of enhancement/restoration activities. Enhancement/restoration activities shall comply with the guidelines provided in Planting Requirements(R&O 19-5,Appendix A,as amended by R&O 19-22). This Service Provider Letter is not valid unless CWS-approved site plan is attached If you have any questions,please feel free to call me at(503)681-3653. Sincerely, Lindsey Obermiller Environmental Plan Review Attachment( 1 ) 2 of 2 i ,y I � n s — IPROF, f I _.0 A v K CON(.RFrE SIDEIr WALK '. I If.iC_ E Tlti;1 w f I N 1 WW'F 4. EXISP COLOR COPY I: 9 00 wsril 1<I,1 - 3743. rn:RR (! Valoramc." F ISIwN w.0—� v Q tnedc mwcnn emartTeAM1 zmosv w t r r Ulli(3pJh4Lti1flLfii�Vlt,"J a sn v�wt di M �ReyW R ry �� Rre j' B �f�Nf 11 03/31/2020 — 7 — Y TREkS _ I P s SHRUBS OF SiRFE1_! -�I R' ^F (b _ ra f75') I flsnr05 T y SITE PLAN N.-FT HERBS/GIIASSES ft—w IMix W t A tHm flMe /A&Q" —E, !••+d v' _ LBI' �"+— Rk Nu su Fr. X1W e.,a. HertlXeou k L tq rurAt.vaEp.Pr. N;BEnMS NORTH Seed Mlx �r I ^ Sesso so.FT d •". :iOTA�.) 392]Y230.!'!. = i_—� 11 h 'r8 i A� ztex LorcovennpoE MAgyIE HOME DF9IGN PROPOEEp PROJECT COP: EONiNO: FE1F.Gkl. TONER%b.(Irol m(e!xP.an WN'>k.N*.wMM mn PPS 1NA�ORE'Jp19NMl y� N 1'06'05" W 100.55' EXISTING PROPERTY LINE ti JACK PARK GREENWAY so. • ?As .Cn ' 9S I S 0.50' 5.50' ° — - - Ln — PROPOSED o ------------------------ -- ---------- 70.92 CAR GARAGE -- --- ------------ 3 I ------- ---- 1� EXISTING PROPERTY LINE v 0 3200------------------ -- - O N _ 'u�i I EXISTING SINGLE - V' `.`l I FAMILY RESIDENCE: 0. co VEXISTING . GRAVEL DRIVEWAY N U 10160 ° EXISTING CONCRETE DRIVEWAY �� & SIDEWALK • �° �� EXISTING 19' WIDE 16 00' �;= DRIVEWAY i --- --- APPROACH N 13440 E 69.52 ° ° 4.0' EXISTING Y SIDEWALK 3.5' EXISTING_�> PLANTER = _ --- - - - / 0.5' EXISTING CURB EXISTING W.M. SW 24TH AVE. C RECEI1..-D - APR 1 5 20 CENTERLINEJ� NOTM- 1. CONTRACTOR TO SPECIFY EXACT LOCATIONS OF UTILITY STUBS. OF STREET--- CITY (25') 2_ UNDERGROUND GAS LINE (VERIFY LOCATION) �`I 1 N OF TGGAR a ENGINEERING PROJECT LEGAL DESCRIPTION: FAREA: S I T E P L A N PROPERTY ID: W259365 STATE ID:2S1031211302000DRIVE02000 DRIVEWAY&SIDEWALK N/A SQ.FT. LOT 20,BROCKWAY COVERED PORCH N/A SQ.FT. SCALE:1"=16.0' NW 1/4 SEC.3 T.2S.,R.1 W. REAR PATIO N/A SQ.FT. DATE:7-8-19,REV-8-29-19 W.M.WASHINGTON COUNTY,OREGON TOTAL=N/A SQ.FT. JOB#17-083 NORTH LOT COVERAGE: PROJECT ADDRESS: LOT AREA 13,843.0 SQ.FT. 12285 SW 124TH AVE. BUILDING AREA(TOTAL) 2,923.92 SQ.FT. TIGARD,OREGON 97223 (NOT INCLUDING OVERHANGS) PROPOSED PROJECT FOR: ZONING: 21.1%LOT COVERAGE MASSIE HOME DESIGN PETE GILL ZONE:R 4.5,(HD) 500 NW 20TH ST STE 203 PHONE:(503)663.1100 GRESHAM,OREGON 97030 EMAIL:brim@mas W d.mm City of Tigard FILE COPY Pre-Application Conference Notes ' Residential Developments Meeting Date: June 18, 2019 PRE2019-00026 Applicant: Peter J. Gill Contact: (503) 367-0648/ p lllgfrontier.com Property Location: 12285 SW 124th Avenue;WCTM 2S103BB,Tax Lot 2000 Proposal: Reduce front setback, in order to add a shop to the existing house Base Zone: R-4.5 (Low-Density Residential) Sensitive Lands: Vegetated Corridor (and Significant Wetland on adjacent property) Overlay Zone: No Plan District: ❑ Yes ® No If yes,which plan district: N/A Required Applications: Type II Adjustment Planner: Lina Smith Contact: (503) 718-2438/ LinaCSgtigard-or.gov 1. The applicant must submit all items listed on the attached "Land Use Submittal Checklist" to the front counter in the Permit Center (13125 SW Hall Blvd.,Tigard, OR 97223). Front counter hours are Mondays to Thursdays, 8 a.m. to 4:30 p.m. 2. After receiving all these items, the planner will review them to sure the application is "complete," which means the planner has enough information to officially begin reviewing the project. 3. If the application is "complete," the planner will notify the applicant, and also ask the applicant to submit payment for public notice mailings. 4. City staff will mail public notices to neighbors within 500 feet of the project site. Neighbors will have 2 weeks to submit written comments. This is the public comment period. r 5. The planner will issue a decision approximately 2 weeks after the public comment period. 6. After a decision is issued, the applicant must wait an additional 2 weeks to see if any neighbors appeal the decision. 7. If no one appeals the decision, then the applicant can start submitting for building permits. For questions about building permits, please contact the Building Division at (503) 718-2439. _.m.. See attached "Land Use Submittal Checklist." DISCLAIMER The pre-application conference and notes cannot cover all applicable requirements related to the proposed development. Failure of city staff to provide information required by Title 18 does not constitute a waiver of the applicable criteria, regulations, or standards. It is recommended that the applicant read Title 18 or contact city staff with any questions prior to submittal. ■ City of Tigard Land Use Submittal Checklist APPLICATIONS WILL NOT BE ACCEPTED IN PARTIAL SUBMITTALS. ALL ITEMS MUST BE SUBMITTED AT ONE TIME. Submit to the City of Tigard Permit Center, 13125 SW Hall Blvd., Tigard, OR 97223 during the front counter business hours: Mondays to Thursdays, 8 a.m. to 4:30 p.m. If you have any questions, please contact the Planner on Duty at (503) 718-2421. STAFF: ✓ WHEN RECEIVED REQUIRED ITEMS: Completed Master Land Use Application with property owner's signature Proof of property ownership for example, a copy of the property deed Written summary of proposal • See Attachment 1 for an example Narrative addressing the applicable approval criteria • See Attachment 2 for applicable approval criteria • See Attachment 3 for an example Completed service provider letter from Clean Water Services • See Attachment 4 for form Film fee $388 Site plan, drawn to a measurable scale Architectural elevation drawings, drawn to a measurable scale I:\Community Development\Preapphcation Conferences\2019\PRE2019-00026 Gill Setback Adjustment\SubmittalRequirementsCheckbst.docx (updated:07/03/2018) Application Fee: $388 City of Tigard Case #: y COMMUNITY DEVELOPMENT DEPARTMENT Master Land Use Application LAND USE APPLICATION TYPE ❑ Accessory Dwelling Unit(ADU) ❑ Modification: O Type 1 O Type II ® Adjustment ❑ Planned Development: ❑ Annexation O Consolidated Plan ❑ Comprehensive Plan Map Amendment O Concept Plan ❑ Conditional Use O Detailed Plan ❑ Downtown Design Review: ❑ Sensitive Lands Review: O Track 1 0 Track 2 0 Track 3 O Type I O Type II O Type III ❑ Home Occupation—Type II ❑ Site Development Review: O Type I O Type II ❑ Land Partition ❑ Subdivision ❑ Lot Line Adjustment/Lot Consolidation ❑ Temporary Use Permit ❑ Marijuana Facility Permit O Urban Forestry Plan: ❑ Miscellaneous: O Modification O Discretionary Review O Type II O Type 1II O Zoning Map Amendment PROJECT INFORMATION Project name: Gill Front Setback Adjustment Brief description of project: Request for adjustment to reduce front setback, in order to add a shop to the existing house. SITE INFORMATION Location (address if available): 12285 SW 124th Ave., Tigard, OR 97223 Tax map and tax lot number(s): 2S10313602000 Site size: 0.32 acres Zone: R-4.5 APPLICANT INFORMATION Name: Mailing address: City/State: Zip: Phone: Email: Applicant's representative: Phone: Email: City ofTigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 Page 1 of2 PROPERTY OWNER INFORMATION ® Same as applicant (Attach list for additional owners) Name: Mailing address: City/State: Zip: Phone: Email: SUBMITTAL REQUIREMENTS In addition to this application form,you must submit all required items listed in Subsection 18.710.030.0 of Tigard's Community Development Code. If you are unsure what is required with your application,please contact the planner on duty at 503-718-2421 or tigardplannerondu!Y&tigard-or.gov. I certify that I am the property owner or I am eligible to initiate this application,as provided in the Tigard Community Development Code. To the best of my knowledge, all the information provided within this application package is complete and accurate. Applicant's signature* Print name Date Property owner's signature* Print name Date Property owners signature* Print name Date *The owner must sign this application or submit a separate written authorization when the owner and applicant are different people. Case No.: Application fee: Received by: Date: Related Case(s): Determined complete by: Date: City ofTigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of2 Attachment 1: Example Written Summary DATE: April 3, 2019 RE: Written Summary of Kaufmann Adjustment Request to Reduce Rear Setback from 25'to 20" at 14425 SW McFarland Blvd FROM: Randall &Mary Kaufmann 503-819-6955 mary.kauftnann@icloud.com We are requesting a five (5) foot adjustment for about fifteen (15) feet along the rear setback of our property to accommodate the addition of a first floor master bedroom and bath to our single-family residence. The primary reason for adding the first floor master addition is to allow us to 'age in place' and stay in our home. We know that as we age (we are currently 64 and 70 years old) our ability to climb stairs to our second floor bedrooms will decrease, or be eliminated due to health issues that we are already dealing with. We are the original owners of this property, having completed our home in 1980. We love our home, have always maintained it well,and we love our neighborhood. We hope to stay here as long as we can. Attachment 2: Applicable Approval Criteria Submit a narrative addressing the approval criteria outlined below. See next attachment for an example. 18.715.050 Approval Criteria The approval authority will approve or approve with conditions an adjustment application when all of the criteria in either Subsection 18.715.050.A or B are met. A. Criteria for demonstrating substantial compliance. 1. The proposed adjustment results in development that is generally consistent with the purpose of the development standard to be adjusted; 2. If more than one adjustment is proposed, the cumulative effect of the adjustments results in development that is generally consistent with the existing development pattern of the surrounding area and the overall purpose of the base zone; 3. The proposed adjustment utilizes innovative design, results in sustainable development, or addresses a site constraint or unusual situation; 4. The proposed adjustment does not have a greater impact on city-designated sensitive lands than would otherwise occur if the adjustment was not approved; and 5. Any impacts from the proposed adjustment are mitigated to the extent practicable. Attachment 3: Example Narrative DATE: April 3, 2019 RE: 18.715.050.A- Approval Criteria Narrative for Kaufmann Adjustment Request to Rear Setback from 25' to 20' Located at 14425 SW McFarland Blvd FROM: Randall &Mary Kaufmann 503-819-6955 mary.kaufmann@icloud.com Following is our response to the criteria outlined in Section 18.715.050.A demonstrating substantial compliance for the requested adjustment: 1. The proposed adjustment results in development that is generally consistent with the purpose of the development standard to be adjusted. a. The five foot setback being requested will not interfere with the access to light, airflow or privacy of the surrounding residences as those homes are set back far enough and off-set from the area being adjusted that there is still ample separation allowing their privacy to be maintained, so this request meets the requirement of being generally consistent with the purpose of the current development standards. b. In addition,the triangular shape of the adjacent rear lots to our lot is such that the homes are positioned far to the west and south away from the point at which our lot line meets their lot lines -so there would be minimal to no disturbance to adjacent properties. 2. If more than one adjustment is proposed,the cumulative effect of the adjustments results in development that is generally consistent with the existing development pattern of the surrounding area and the overall purpose of the base zone. a. There is only one adjustment being requested. 3. The proposed adjustment utilizes innovative design,results in sustainable development,or addresses a site constraint or unusual situation. a. The proposed adjustment addresses the unusual situation criteria in the following ways: i. Our lot- home site is about 12-15 feet lower in elevation than the home sites behind us so there will be no loss of light,airflow or privacy for those lots; in addition our home and the proposed addition have a flat roof so there is no loss of view to homes behind us. ii. Our lot is also on the curve of McFarland Blvd so the homes to either side of us are generally oriented away from our lot due to the street configuration,which provides privacy for each lot-this adjustment will not impinge on the privacy of neighboring lots because of the original setbacks and layout of the homes. iii. The adjustment we are requesting is only a 5'adjustment of the rear setback for 15' of the total 100'length of the rear property line - so it is a relatively minor adjustment of the total area. iv. Zoning for our development has the largest rear setback (25 ft) of residential zoning, so even with the requested adjustment, our rear setback in the affected area will still be 20 ft. v. Our lot is .47 acres in size so the impact of this adjustment is a small percentage of the total square footage of our lot and will not impact the overall feel of the development and the privacy of the neighboring lots. vi. There will be virtually no change in the street view of our home (with the proposed addition) due to our mature landscaping and the rear position of the proposed addition. 4. The proposed adjustment does not have a greater impact on city- designated sensitive lands than would otherwise occur if the adjustment was not approved. a. This criteria does not apply to the requested adjustment, as this is not city-designated sensitive land. 5. Any impacts from the proposed adjustment are mitigated to the extent practicable. a. We plan to replant any landscaping that might be disrupted in the building process and mitigate any impacts that can be practically mitigated. Attachment 4 Clean Water Services File Number CleanWater Services Sensitive Area Pre-Screening Site Assessment 1. Jurisdiction: 2. Property Information (example 1 S234A801400) 3. Owner Information Tax lot ID(s): Name: Company: Address: QR Site Address: City, State,Zip: City, State,Zip: Phone/Fax: Nearest Cross Street: E-Mail: 4. Development Activity (check all that apply) 6. Applicant Information ❑ Addition to Single Family Residence(rooms,deck,garage) Name: ❑ Lot Line Adjustment ❑ Minor Land Partition Company: ❑ Residential Condominium ❑ Commercial Condominium Address: ❑ Residential Subdivision ❑ Commercial Subdivision ❑ Single Lot Commercial ❑ Multi Lot Commercial City, State,Zip: Other Phone/Fax: E-Mail: 6. Will the project involve any off-site work? ❑Yes ❑No ❑Unknown Location and description of off-site work 7. Additional comments or information that may be needed to understand your project This application does NOT replace Grading and Erosion Control Permits,Connection Permits, Building Permits,Site Development Permits, DEQ 1200-C Permit or other permits as issued by the Department of Environmental Quality, Department of State Lands and/or Department of the Army COE. All required permits and approvals must be obtained and completed under applicable local,state,and federal law. By signing this form,the Owner or Owner's authorized agent or representative,acknowledges and agrees that employees of Clean Water Services have authority to enter the project site at all reasonable times for the purpose of inspecting project site conditions and gathering information related to the project site. I certify that I am familiar with the information contained in this document,and to the best of my knowledge and belief,this information is true,complete,and accurate. PrintlType Name Printrrype Title Signature Date FOR DISTRICT USE ONLY ❑ Sensitive areas potentially exist on site or within 200'of the site. THE APPLICANT MUST PERFORM A SITE ASSESSMENT PRIOR TO ISSUANCE OF A SERVICE PROVIDER LETTER. If Sensitive Areas exist on the site or within 200 feet on adjacent properties,a Natural Resources Assessment Report may also be required. ❑ Based on review of the submitted materials and best available information Sensitive areas do not appear to exist on site or within 200'of the site.This Sensitive Area Pre-Screening Site Assessment does NOT eliminate the need to evaluate and protect water quality sensitive areas if they are subsequently discovered.This document will serve as your Service Provider letter as required by Resolution and Order 17-05, Section 3.02.1. All required permits and approvals must be obtained and completed under applicable local,State,and federal law. ❑ Based on review of the submitted materials and best available information the above referenced project will not significantly impact the existing or potentially sensitive area(s)found near the site.This Sensitive Area Pre-Screening Site Assessment does NOT eliminate the need to evaluate and protect additional water quality sensitive areas if they are subsequently discovered.This document will serve as your Service Provider letter as required by Resolution and Order 17-05,Section 3.02.1. All required permits and approvals must be obtained and completed under applicable local,state and federal law. ❑ This Service Provider Letter is not valid unless CWS approved site plan(s)are attached. ❑ The proposed activity does not meet the definition of development or the lot was platted after 9/9/95 ORS 92.040(2). NO SITE ASSESSMENT OR SERVICE PROVIDER LETTER IS REQUIRED. Reviewed by Date Once complete, email to: SPLReview@cleanwaterservices.org - Fax: (503) 681-4439 OR mail to: SPL Review, Clean Water Services, 2550 SW Hillsboro Highway, Hillsboro, Oregon 97123 Revised 62017 Front1 DSTS Subject: PRE2019-00026 12285 SW 124th Setback Adjustment Location: CR_-_1-Perm it-Center V Start: Tue 6/18/2019 11:00 AM End: Tue 6/18/2019 12:00 PM Recurrence: Weekly Recurrence Pattern: every Tuesday and Thursday from 11:00 AM to 12:00 PM Meeting Status: Meeting organizer Organizer: -Pre-Apps-CD-Meetings Required Attendees: #Pre-Application-Conferences Resources: CR_-_1 Permit Center Call Handling Mode 2: 2 Setback adjustment for a shop. RECEIVE® Fri City of Tigard JUN 0 3 2019 COMMUNITY DEVELOPMENT DEPARTMENT CITY OF TIGARD PLANNING/ENGINEERING am Pre-Application Conference Request PROJECT INFORMATION ��p REQUIRED SUBMITTAL Project name: ELEMENTS Brief description of proposed project and uses: 5 SETS of the following: P6,Skt c,i k-3 N V�Te AyWACAA-tom �5 Detailed description of the me project including: • Proposed buildings or lots, • Proposed site improvements,and • Proposed uses. SITE INFORMATION [ Site plan f Location (address if available): �`� '--AM 12$- n Application Fee ,- Bev 01/2019 Tax map and tax lot numbers: Zone: APPLICANT INFORMATION Name: i7-67v!� Mailing address: V7--Z.83' �W l'Z d'+�ltC� City/State: AC-,A,1Z.C7 Zip: CA1Z`Z-�. Phone: '50 3' 3(sid- C35-i-A _Email: !�P EAI t-L-I c to i �Z. YYZ Applicant's representative: Phone: Email: This request must be submitted in person at the Permit Center between the hours of 8 a.m. and 4:30 p.m. Monday through Thursday. Pre-application conferences scheduled two or more weeks out from the date the request is submitted.They are one hour in length and are held between the hours of 9 a.m. and 11 a.m. on Tuesdays and Thursdays. If you plan to bring more than four people, please inform the city in advance so that alternate room arrangements can be made to accommodate your group. Case No: ZQ(0 Application fee: Received by:7'�11 Date: Date of pre-app: Time of pre-app: _JtPlanner assigned to pre-app: City ofTigard • 13125 SW Hall Blvd. Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 oft Owner of Property: Peter J Gill 12285 SW 124th Ave Tigard,OR 97223 503-367-0648 EmailpgilllL@frontier.com Project Information: Detailed description: Single story shop attached to house. Concrete foundation and floor. Wood framed,composition roof. Siding material and design to match existing house. Roof line and material to match existing house. Will have gas heat. Water for sink and toilet. One roll up door and one man door. Proposed site improvements: No improvements needed. Proposed uses: This space would be used for working on and restoring personal vehicles as a hobby. Also woodworking projects. Tree removal: There are three trees that would be impacted by this project. Two are Pine trees that ate dying and will need to be removed regardless of this project. There are fourteen additional trees on the property that are not affected by this project. • N 16'05" W 100.55' �\\ • EXISgING PROPERTY LINE ro \JACK PARK GREENWAY • F r PROPOSED \ �\ \ 2 CAR GARAGE -EXISTING"17PERTY LINE 3 � y N EXISTING SINGLE ORIGINAL GARAGE i \-15 0' REQUIRED FAMILY RESIDENCE= LOCATION \ SETBACK �EX15TING GRAVEL V A DRIVEWAY EXISTING CONCRETE DRIVEWAY 0\ EXISTING Iq' WIDE B SIDEWALK DRIVEWAY APPROACH LN 134'40" E •69.52' 4 O' EXISTING_ SIDEWALK 3.5' EXISTING PLANTER 0.5' EXISTING CURB EXISTING W.M.J SW 12 E. CENTERLINE NOTM ,. OF STREET (25') PROJECT LEGAL DESCRIPTION: FDRIVEW K AREA: S I T C P L A N O PROPERTY ID:W259365 STATE 10:25103BB02000 DRIVEWAY 8 SIDEWALK N/A SO.FT. �7 G H LOT 20,BROCKWAY COVERED PORCH N/A SO,FT. SCALE:1"=16.0' NW 1/4 SEC.3 T.2S.,R.1 W. REAR PATIO N/A SO.FT. DATE:6-21-18 • W.M.WASHINGTON COUNTY,OREGON TOTAL=N/A SO.FT. JOB#17-083 NORTH LOTCOVERAGE- • f\ \, 1-� q PROJECT ADDRESS: LOT AREA 13,843.0 SO.FT. W /1�\,\ If IJ I 12285 SW 124TH AVE. BUILDING AREA(TOTAL) 2,923.92 SO.FT. TIGARD,OREGON 97223 (NOT INCLUDING OVERHANGS) PROPOSED PROJECT FOR: ZONING: 21.1%LOT COVERAGE MASSIE HOME DESIGN PETE GILL ZONE:R4.5,(HD) —8—,OREGON 9— E—L e�Q p0-5-11W t r LA-a t C:7 ¢ � q l ROOF Pi:�N RIGHT i6E ELEVATION Wetland Delineation SW 124th and SW Ann Court Culvert Replacement, Tigard, Oregon (Township 2 South, Range 1 West, Section 3BB, a portion of Tax Lots 6300 and 6400) Prepared for Rawley Voorhies,P.E.,Project Manager E0 Century West Engineering BEGE,v 5331 SW Macadam Ave. Suite 287 SUN 1 g 2019 Portland, OR 97239 NNINGOIENG�NEERING Prepared by PLA Carlee Michelson,Joe Thompson, Tina Farrelly John van Staveren Pacific Habitat Services,Inc. Wilsonville, Oregon 97070 (503) 570-0800 (503) 570-0855 FAX PHS Project Number: 6311 March 27,2018 w � .' d3s�aY'ab, sex {#, ' s. . 77 f {{i `. ..KAa�`.*;mF,cti�r°� gyp �'%."r "�Y"5.,"Y ,•,• .;:`F�. .y�_. ",n t .y�:t k, TABLE OF CONTENTS Page I. INTRODUCTION...........................................................................................................1 II. RESULTS AND DISCUSSION.....................................................................................1 A. Landscape Setting and Land Use................................................................................1 B. Site Alterations ...........................................................................................................1 C. Precipitation Data and Analysis..................................................................................1 D. Methods ....................................................................................................................2 E. Description of All Wetlands and Other Non-Wetland Waters...................................3 F. Deviation from Local Wetland Inventory or National Wetland Inventory ................4 G. Mapping Method.........................................................................................................4 H. Additional Information.....................................................:.........................................4 I. Results and Conclusions.............................................................................................4 J. Disclaimer...................................................................................................................5 III. REFERENCES................................................................................................................5 APPENDIX A: Figures Figure 1: Vicinity Map(USGS) Figure 2: Tax Lot Map Figure 3: Local Wetland Inventory Map Figure 4: Soil Survey Map Figure 5: Aerial Photo Figure 6: Potentially jurisdictional wetland(Wetland Delineation Map) APPENDIX B: Wetland Delineation Data Sheets APPENDIX C: Site photos (ground level) APPENDIX D: Wetland Definitions and Methodology (Client only) I. INTRODUCTION Pacific Habitat Services,Inc. (PHS)conducted a wetland delineation for a portion of Tax Lots 6300 and 6400, located at the intersection of 120 Avenue and Ann Court in Tigard, Oregon(Township 2 South, Range 1 West, Section 3BB). This report presents the results of PHS's wetland delineation within the study area. Figures, including a map depicting the location of wetlands within the study area are located in Appendix A. Data sheets documenting on-site conditions are in Appendix B. Ground-level photos of the site are located in Appendix C. A discussion of the wetland delineation methodology,provided for the client,is in Appendix D. U. RESULTS AND DISCUSSION A. Landscape Setting and Land Use The study area is approximately 0.72 acres,north of SW Ann Court and underlying SW 124th Avenue in Tigard, Oregon. The project site topography is gently sloping with an elevation range of approximately 210 to 216 feet NAVD, according to the survey provided by Century West Engineering. Land use near the study area includes high-density residential housing, city parks, and public schools. The proposed site location is zoned Parks and Recreation(PR) according to the City of Tigard Planning Department. A channel flows northeast under SW 124 'Avenue through a 30-inch culvert and continues northeast toward a confluence with Summer Creek approximately 0.25 miles downstream. Wetlands are adjacent to the channel and are dominated by Pacific willow(Salix lasiandra, FACW), alder(Alnus rubra, FAC),Douglas hawthorn(Crataegus douglasii, FAC), and English hawthorn(Crataegus monogyna, FAC). The upland canopy consists mainly of big leaf maple(Acer macrophyllum, FACU), Douglas hawthorn, and ornamental shrubs and saplings from adjacent residential lots. B. Site Alterations The 30-inch culvert underlying SW 124 '(mentioned above), is rusted and overlain with fill and paved roadway. The culvert is several feet below the road surface where it connects to the incised channel. Within the wetland in this area, a small circular trench, caused by ground failure,has slowly filled with water and has been fenced for safety reasons. Another 18-inch culvert is located southwest and upstream of the 30-inch culvert, where a portion of the bank has eroded. Adjacent properties bordering the study area have ornamental trees and shrubs, which have partially grown into the study area. C. Precipitation Data and Analysis A site reconnaissance was conducted on September 1, 2017, and the delineation was conducted on October 18, 2017. Recorded precipitation was a trace amount on the day of the delineation fieldwork. A total of 0.82 inches of precipitation was recorded over the two-week period prior to October 18, 2017 (NRCS Monthly Data for Tigard 0.7SSW). Precipitation for the water year to date (October 1, 2016 through September 30, 2017)totaled 61.82 inches(MRCS Monthly Data for Portland KGW TV). Pacific Habitat Services,Inc. Wetland Delineation for SW 124th and SW Ann Court Culvert Replacement,Tigard,Oregon/PHS#6311 Page 1 Table 1 shows the average monthly precipitation at a nearby WETS location(MRCS WETS Portland KGW TV)for the three months prior to the site visits, as well as the upper and lower values considered within normal ranges for the period of record. Table 1. Comparison of average and observed monthly precipitation at the Portland KGW TV Station, prior to the October 2017 delineation fieldwork Month Average* 30%chance will have Observed Percent of Less than More than Pre ci itation** Normal July 2017 0.78 0.35 0.93 0.00 0 August 2017 1 1.02 1 0.32 1.17 1 0.10 1 10 September 2017 1 1.75 1 0.82 1 2.06 1.96 112 *Average Monthly Rainfall(MRCS WETS Table for Portland KGW TV) **Recorded monthly rainfall(MRCS Monthly Data for Tigard 0.7SSW) Recorded precipitation for July and August was below the normal range for the period of record. Rainfall throughout September normalized,and the below average precipitation patterns in the months preceding the wetland delineation fieldwork are not expected to have affected the location of the wetland boundaries. The wetlands displayed indicators of wetland hydrology, including drift deposits, oxidized rhizospheres,water stained leaves, a low geomorphic position,drainage patterns, and/or passed the FAC-neutral test. Upland areas displayed no indicators of wetland hydrology and lacked either hydric soils and/or hydrophytic vegetation. Precipitation averages were within a normal range for assessing the presence of soils and hydrology at a depth of 12 inches and outside of the dry-season. Where wetland hydrology indicators were present in areas of hydric soil and hydrophytic vegetation, wetland criteria were considered met. A Methods Wetlands were delineated by PHS based on the presence of wetland hydrology,hydric soils, and hydrophytic vegetation, in accordance with the Routine On-site Determination,as described in the Corps of Engineers Wetland Delineation Manual, Wetlands Research Program Technical Report Y-87-1 ("The 1987 Manual")and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region. The entire study area was investigated for the presence of wetlands or other waters on October 18, 2017. Wetland boundaries were determined by hydric soils transitioning to soils with no hydric indicators, and where wetland hydrology indicators were no longer present. The wetland boundaries were further defined by vegetation transitioning from facultative or facultative-wetland species to facultative or facultative-upland species. In some locations,the wetland boundary also corresponds to a subtle change in topography. Precipitation averages were within a normal range for assessing the presence of soils and hydrology at a depth of 12 inches. Several pits were excavated on site to assess overall wetland conditions and eight representative sample points were recorded to characterize the wetland boundaries. Some upland plots were excavated to 16 inches to investigate depleted matrix soil profiles, which require minimum thicknesses to meet hydric soil criteria. Pacific Habitat Services,Inc. Wetland Delineation for SW 124th and SW Ann Court Culvert Replacement,Tigard,Oregon/PHS#6311 Page 2 The ordinary high water(OHW)line was well defined and the bank incised in some areas due to an active channel. The OHW line was determined through methods outlined in the Corps ofEngineers Guide to Ordinary High Water Mark(OHWIV delineation for Non-Perennial Streams in the Western Mountains, Valleys, and Coast Region of the United States. Indicators of OHW include changes in sediment characteristics and texture, breaks in slope, and changes in the abundance of vegetation growth within the channel compared to the slope. E. Description of all Wetlands and Other Non-Wetland Waters Channell As stated above, Channel 1 (1,888 sf/0.04 acres) flows northeast through the study area,passing through a 30-inch culvert under SW 124th Avenue. The Cowardin class is palustrine,unconsolidated bottom, sand(PUB2)with an HGM class of Riverine. PHS flagged OHW along each side of the channel, which was typically 2-4 feet higher than the current water flow. Channel 1 mainly receives hydrology by overland flow, groundwater, and precipitation from surrounding upland and impervious surfaces. The channel is meandering, with what appears to be a continual flow throughout the year fluctuating in depth and quantity seasonally. Some areas of bank are eroding into the channel,which has created a sandy unconsolidated bottom. The channel banks have areas of thick horsetail (Equisetum arvense,FAC)that appear to grow in quickly as the bank erodes. The limits of the channel are clearly defined by topography and appeared to have a free and open connection to offsite waters and wetlands. An 18-inch culvert is located southwest and upstream of the 30-inch culvert,where a portion of the bank has eroded. The channel itself continues north and south outside of the study area. Wetland Wetland A (6,097 sf/0.14 acres) is a mixed palustrine forested/emergent, seasonally flooded wetland(PFO/EMC), with a hydrogeomorphic(HGM) class of Slope. The wetland is located above the OHW of Channel 1 and extends along the banks and a low terrace along the channel; Wetland A continues northeast outside of the study area. Vegetation in the wetland (Sample Points 2 and 3) is patchy with some bare ground in the herb stratum,but most areas have at least a 30%canopy present. Dominant vegetation includes Pacific willow,Douglas spiraea(Spiraea douglasii, FACW),beaked hazelnut(Corylus cornuta, FACU),Douglas hawthorn, Oregon ash(Fraxinus latifolia,FACW), horsetail, and neckweed (Veronica peregrine, FACW). Vegetation in the upland (Sample Points 1 and 4) consists of big-leaf maple, Douglas hawthorn, western red cedar(Thuja plicata, FAC), Oregon ash, morning glory (Ipomoea purpurea, UPL), horsetail, annual rye-grass (Lolium multiflorum, UPL), and an unidentified grass(assumed FAC). Hydric soils characterized by sample points 2 and 3 meet criteria for redox dark surface. Hydrology indicators include saturation, oxidized rhizospheres along living roots,water stained leaves, drainage patterns, geomorphic position, FAC-neutral test,and, in some lower areas, drift deposits. Despite the presence of active flow within Channel 1, however, a water table was not present in wetland sample point 3, due to the channel being deeply incised. Pacific Habitat Services,Inc. Wetland Delineation for SW 124th and SW Ann Court Culvert Replacement,Tigard,Oregon/PHS#6311 Page 3 Wetland B Wetland B (4,905 sf/0.11 acres) is also a PFO/EMC, with a HGM class of Slope. The wetland is located above the OHW of Channel 1 and extends along the banks and a low terrace along the channel; Wetland B continues southwest outside the study area. Vegetation in the wetland(Sample Points 6 and 8) is patchy with some bare ground in the herb stratum and at both sample point locations a 50%tree canopy present. Dominant vegetation includes willow(Salix sp.), English hawthorn, Oregon ash, horsetail, fringed willowherb(Epilobium ciliatum, FACW), and reed canarygrass(Phalaris arundinacea,FACW).Vegetation in the upland(Sample Points 5 and 7) consists of English hawthorn. Some areas have become dominated with a type of mint(Mentha sp.), that appears to have spread from neighboring lots. An ornamental bamboo(Phyllostachys sp., UPL) that has also spread from neighboring yards is present in both the wetland and upland sample points. Hydric soils meet indicators for depleted below dark surface and depleted matrix. Hydrology indicators include drift deposits,water stained leaves, geomorphic position and FAC-neutral test. F. Deviation from Local Wetland Inventory or National Wetland Inventory The wetlands and stream feature displayed in the City of Tigard Local Wetland Inventory (Fishman Environmental Services 1997)are very similar to the areas flagged by PHS. G. Mapping Method PHS flagged the limits of the wetlands and channel within the study area with blue flagging. Century West Engineering then performed a professional land survey of the delineated boundaries. The accuracy of the survey and sample points is sub-centimeter. H. Additional Information Channel 1 mapped by PHS drains to Summer Creek 0.25 miles northeast of the study area. Summer Creek is an adult return spawning habitat for fathead minnow(Pimephales promelas), reticulate sculpin(Cottus perplexus),yellow perch(Perca flavescens), largemouth bass(Micropterus salmoides), and several other species according to Streamnet(2017). I. Results and Conclusions PHS delineated two potentially jurisdictional wetlands and one potentially jurisdictional Water of the State/US within the study area. The total acreage of wetlands is 11,002 square feet(0.25 acres) and waters total 1,888 square feet(0.04 acres), detailed below in Table 2. Table 2. Total wetland and other waters within the study area Feature Area Cowardin Class HGM Class (square feet/acres Wetland A 6,097/0.14 PFO/EMC Slope Wetland B 4,905 /0.11 PFO/EMC Slope Total Wetland 11,002/0.25 Pacific Habitat Services,Inc. Wetland Delineation for SW 124th and SW Ann Court Culvert Replacement,Tigard,Oregon/PHS#6311 Page 4 Feature Area Cowardn Class HGM Class quare feet/acres Channel 1 1,888/0.04 PUB2 Riverine Total Waters 1,888/0.04 J. Required Disclaimer This report documents the investigation,best professional judgment and conclusions of the investigators. It is correct and complete to the best of our knowledge. It should be considered a Preliminary Jurisdictional Determination of wetlands and other waters and used at your own risk unless it has been reviewed and approved in writing by the Oregon Department of State Lands in accordance with OAR 141-090-0005 through 141-090-0055. III. REFERENCES Adamus, P.R. and D. Field. 2001 Guidebook for Hydrogeomorphic (HGM)-based Assessment of Oregon Wetland and Riparian Sites. Willamette Valley Ecoregion, Riverine Impounding and Slopes/Flats Subclasses. Oregon Division of State Lands, Salem, OR. Fishman Environmental Services. 1997. Local Wetland Inventory, Tigard, Oregon. GoogleEarth Map, 2017. aerial photograph. Lichvar,R.W., M. Butterwick,N.C. Melvin, and W.N. Kirchner. 2016. State of Oregon 2016 Plant List. The National Wetland Plant List: 2016 Update of Wetland Ratings. http://wetland—plants.usace.anny.mil Munsell Color,2009.Munsell Soil Color Charts. Gretag-Macbeth,New Windsor,New York. NRCS WETS table for Portland KGW TV and Monthly data for Tigard 0.7SSW. https://www.wcc.nres.usda.i4ov/climate/navigate wets html Oregon Maps online, 2017 hqp://www.ormap.org/ Streamnet online, 2017 https://www.strearnnet.org/data/interactive-mUs-and-gis-data/ US Army Corps of Engineers, 2014.A Guide to Ordinary High Water Mark(OHWM delineation for Non-Perennial Streams in the Western Mountains, Valleys, and Coast Region of the United States. US Army Corps of Engineers, Environmental Laboratory, 1987. Corps of Engineers Wetland Delineation Manual. Technical Report Y-87-1. US Army Corps of Engineers, Environmental Laboratory, 2010.Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0). US Department of Agriculture,Natural Resources Conservation Service(MRCS) Web Soil Survey, Washington County, 2017. http://websoilsurvey.sc.egov.usda.gov. US Fish and Wildlife Service, 2017. Wetlands Mapper.National Wetlands Inventory. https://www.f\vs.gov/wetlands/data/Mapper.html US Geologic Survey,2017. 7.5-minute topographic map, Beaverton Quadrangle, Oregon. Pacific Habitat Services,Inc. Wetland Delineation for SW 124th and SW Ann Court Culvert Replacement,Tigard,Oregon/PHS#6311 Page 5 Appendix A Figures F. nom. �js:�"kM: K ..... �A ".'L'Y°»Y�^8'�EZ�`�c+rv1Y'•'✓T:i:VsliSft.'K"�k: tN� f$'�$w'$,.�'.#AS".�4::✓CA a4:w ... 4' ' FY,?k'. `*M^�. n ° �s *' t, •` tr S � � � �.,cosi s' �,�� ': ,e �z ,��," Y e , 0'5f Y DR RE y wStudy , 1 d Area y t i L ''iwj i t"LL 5 N Df'Y�177JIi S ro` C1.5 W WfJV'�'- � t . Y L N R _ � 111EtNd l"'T ,.. „' t �.,,s .....w.f a„ "'.�'.+; "q ! ,� �,.,�I ! 9 -a -b 1'.S i I «mow.",`..•'. - ...+ ` y:: +y ,y,,��"• ,Ply '% ti `h.' + � _� „ z' �'! }' i- j` ` 5W F,QIVIVER'S7 'T Z, 11 - .. 99 ,.....r'a/" i; �, , a ,,.' t 4 r.�,,, C7'� ,. �T,,, i,,, _ X,.-i•...-.. f' i t, + _ .,. ., � y, , ' S.f �"°,I+ i'q r S,",^"4 r {., r�j,. .,.�,r i t�4.,�f # i`-j•-�- ✓ t/ - -. -e�.,::,4Jx y-°°"'°."^' _ i _- -{ _ t..h �..+.. ."y '/'^i�.S.aA,. ,1{i,i� *{� �C t 4Y r ±''ItI .,...✓^.."", _ �•-Q � r 7 -- � ., .,:..� � � ...,;� r�� ��, : w' - ; � , .�., , ,, ,,Y ,, � _ ��. � , �. .� .TIG •k� GG s h=--._ s.,>a *.h`." ,��g:'.,' (.� '1` r ,..,. 4, t't 1 •f �..';�,:-.\ ,�-. .� i ri,,ry y �'-��.' A1. _ x f� �t r�.,--•�"-`� Y, r - � :,. tn,.. 1 a'�.r°V.t^,�,`,.,l�© �g :.F{' vft f '.r',4j•,{.ix `��,.;.-' s�»...Cr,,�,,.,.�t. � �' �^`.�_ _..y'. -. .' -#.,fv"�'' S ,.,�'1¢yri, $"- -rv' ,•'Jj L�j ,••rte$',� .': ,j '�r-+' -:,«...-�.,.;,.,^.e ter;'.- ,� ✓ 'f , #• ` 1 i�ly __ .s_ti l: ,r F -_t, Safi, Il�.,.r"� �?..f h� Vin`-. !{_i.t�Ai i ' +it, fy��i&.'f Vit. �'�..�*� ° 1 l,1 rr t�°?`Fiftrlll Alllf �i •_ .-•. ..�: Gem r - i ,}+'a. s f fr ..•„` --1—"" `. 's °, , .)j>, "t'.�t P. .'L '`m it '`- -.nt,. I ; ' ,. �.ir...,......- .. W #6311 8/25/2017 General Location and Topography FIGURE rxs SW 124th and SW Ann Court Culvert Replacement-Tigard, Oregon i Pacific Habitat Services,Inc. United States Geological Survey(USGS), Beaverton, Oregon-Washington County, 7.5 Quadrangle, 2017 1 M Sw commerce crag SuIte 180 (viewer/natlonalmap.gov/baslc) Wilsonville,OR 97070 " 2 I,oaee 2S 1 0388 Study Area ;a� "'i � SIS .roo ?':3" E •aw .w• i �, YY ^"`"+" � dN i � t � Jai _ .. ... •:o r z a a ':me i"w SW .n KATHERINE t"o K .9�• mm �, J ,.3T« , 'IrUj � �, a w �. u°� e$1p»e� ,oho y(P{�:a •+ ^e� � *. a a' "`Cfi ,r ,.. ,.,. -wr n,. ..r. i "0 • aW0 i «,w. Yin. nn. S !. '.� ti« t�,r r qpp . n,r, a Mn w, '" '��"ae'0° i f4 a'°e `= ..., S�RIiFT R'� " .r• WASHIMI ON COUNTY OREGON '• ++ A` < ... rw"�rwY 3 .y i " +" N�r ♦« m•„ml ,Oaee •^i 2i.,y NW114NWINUCT DN 0372eMW W.M. j " sGU t .tam f w00 6.00 dr Y+ ••n••, i N ° ` w " .�. «... � .�• i aroe e�-« .., , a pn¢i.",a >s ar w n x b ae ar ,a'B� r.two a• ., . ,�. + �,�„ •,F G- Zp'18p79° r f s a..+ ♦ r s _ awo as ,:aao • 7 y ..p� '•. R i. N ` E • :,�,. l ;' 1. ! F,r ., y 'p D'. ps \V ,`r} tz ) e a w rf 11 i SVYACru .,,' 'K `� d f7 M r7 fe to r. fJ • ale 7 `i %. _. NN f} �'t1 ° i S ,A*r s.S + a '�»o " 9 x to b H tl f! x rs ,i°�.: .r`�w•a aroal R�r.. } e� /e.j; " « ♦•� :1 I,A ow �'�° r Z.. � 76 7D M M 17 M 76 ,7a KAREN 1 rm r «'� i� •' ,e «n ^` > �r r u st x as x ar «. «.. ...n» uw 'a� i •! ... fe , Ct' ° r•3'Ms •n .rte. •».nm ` �` a� i .,i.y •° « MRADWa ALWMwsnov+WMRIAi 31 a v Pt..4CF F• a sa e• As AA S A taRptE_n y : F" ; L i ' t•m { a sc mo AC w t r•n Y •1t ropr1Y S��l , i rae i t SECTION 9YV�8RpOtl�• .. + v ♦ a a J (J ano,�+ }• _ r -- � e m r r+ t aie S g »�� .•.mow'+.,�ie w} � i i U Ca 0.^ QD 3 A ,nary} ^ 1 �� «•Y I� r ••�"' a ""ao !a "� n» + _ tws � �/rm a W l� CrwWl'+•Aa"ea.llttvar r 1 � • ,� ,.� : � !J w �� .•.• .,.,. rn.r�a�n;aa{«amaeremao,. n y- a L" 7i n4c i� g�� N� amawK �A a"e s� � a y,^�•, � � w C AgT0C4t4PW " +tji = + e•oo ••• ataao irQ •eo s( +•••" - ••K s�' R.OTDATE:.luns 28 2018 vy.` • ." p.. °.—.rm � "�«y .e iw" � "ae +A •- s•�t+a .� «"«x ASSESdt+poNEr�TA31 • ' XA Af f°CS fS rcv Q° o . ?�,„ .fir � i y,� +' ,�C��� � y�•��) ,� J .. s 2S 1 0'388 2S 1 0388 #6311 8/25/2017 Tax Lot Map FIGURE rHs SW 124th and SW Ann Court Culvert Replacement-Tigard, Oregon r� The Oregon Map(ormap.net) Pacific Habitat Services,Inc. 2 9450 SW Commerce Cirds,Suite 180 WilsonvilK OR 97070 City of Tigard f, Wetland Inventory Study Area (see inset at left) .. I ;0/ I Z� Study Area , 10 #6311 8/25/2017 Local Wetland Inventory Map FIGURE PHS SW 124th and SW Ann Court Culvert Replacement-Tigard, Oregon r� Pacrfic Habitat Services,Inc. Fishman Environmental Services, 1997 J 9450 SW Commerce Circle,Suite 189 Wilsonville,OR 97070 r Study Area v i I �I� 1 1 �l +r Soils Legend 43 -Wapato silty clay loam, Hydric #6311 8/25/2017 Soils FIGURE PHS SW 124th and SW Ann Court Culvert Replacement-Tigard, Oregon Natural Resources Conservation Services, Web Soil Survey, 2017 4 Pacific Habdat Services,Inc. (webSOAsurvey.sc.egov.usda.gov) 9450 SW Commerce Cycle,Suite 180 Wilsonville,OR 97070 StudyArea t- dl 1 R * $ .. w lF j rP st • T,) '.' --.. ...s...�... .-�.., i f r � ' mss: (f1 As w n.- 4 8812 i. 41 -107 #6311 8/25/2017 Aepial Photo FIGURE U SW 124th i SW AnnCourt1 . Tigard, Oregon I GoogleEapth, Pacdic Habitat Services,Inc. i SW Commerce :0 Wilsonville,OR ! 11 ' I I 1 1 Channel 1 - vr J (1,888 sf/0.04 se) I OP TAX LOT 6400 4 Study Area p ...:........:Atli �i��q SW N i 1 a01 ••;;«^iiii• '•�``yy. 7 „•, 'KATNERINE Iax:'r........ -------- TAX LOT 5400 } W .::.::::::.... wn... _ t , 1 1 -.::>:::::»:i:;�4 "•;xx . Wetland Ap'• e (6,097 sf/0.14 ac) " ~ t.'•�.Zi p5W o.AN J :.::::: / I _ \ \ / :iii !:•«�i«i' ::::•:e• a« .. TAX LOT 2200 / :x:...:.. • - \ J / :• TAX LOT 12800 f 2r 01V3 -7A Tax Lot Context Map 30*Culvert \� /TAX LOT 8400 LE - —-- GEND TAX LOT 2100 Study Area Boundary (31.464 of/0.72 ac) I 5, \ ' ,� \,` / -, j TAX LOT 8201 Welland(11,002 of/025 se) % Waters of the state/us ® (1,888 sf/0.04 ac) : :7 ��--� Ordinary High Water 18'culvert .................... v v Fr Direction of Fbw :Fake.....,....... :;l:�i �l.'�:i^Fi•:AE4k � v � e�s� \ / fi'.'•:.i;g. ..,� ..r..•:::::: 9 \ , • Sample Point d .• AX LOT K;) Photo PaYR TAX LOT 3300 / i:•:t i:iiii:;s:;;:: Wetland B ::•[>:•aii•:i:::ii«:::: 5':::::.:•.:::........ .:• < x�(4,905 sf 10.11 ac) / TAX LOT 6300 . :%` i ± {► TAX LOT 2000 ecara ar■ar PHS Survey provided by Century Want Engineering. Wetland Delineation FIGURE Survey and Sample point acaracy is sub.cetrtimeter. SW 124th Avenue and SW Ann Court Culvert Replacement-Tigard,OR 6 Pacft HIbW SwvkMInc. tt•Op,��O►Y IOIr►OrtRP �m Pe•IYYY A,RtTO® 3-2eaoln X%%UJW0hwdWW\f111 MI 124WWWAmOmt7lpm%AubUWktOwWVPWaLL t,&aSV"201ar22"7Pd Appendix B Wetland Determination Data Sheets R t• ,fix � �. z�• .} 14, g,M 'Ar t JL k A a *4 x. . n�r tiN AN Y" r PHS# 6311 WETLAND DETERMINATION DATA FORM-Western Mountains,Valleys,and Coast Region Project/Site: SW 124th and SW Ann Court City/County: Tigard/Washington Sampling Date: 10/18/2017 Applicant/Owner.. Century West Engineering State: OR Sampling Point: 1 Investigator(s): CM/JT Section,Township,Range: Section 3,Township 28,Range 1W Landform(hillslope,terrace,etc.:) Terrace Local relief(concave,convex,none): Concave Slope(%): —3 Subregion(LRR): LRR A Lat: 46.431783 Long: -122.803326 Datum: WG884 Soil Map Unit Name: Wapato Silty Clay Loam NW Classification: None Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (if no,explain in Remarks) Are vegetation Soil or Hydrology _significantly disturbed? Are"Normal Circumstances"present? (Y/N) Y Are vegetation Soil or Hydrology _naturally problematic? If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS- Attach site map showing sampling oint locations,transects,Important features,etc. Hydrophytic Vegetation Present? Yes No X Is Sampled Area within Hydric Soil Present? Yes X No a Watland? Yes No X Wetland Hydrology Present? Yes No X Remarks: VEGETATION-Use scientific names of plants. absolute Dominant Indicator Dominance Test worksheet: cover Species? Status Tree Stratum (plot size: 30 ) Number of Dominant Species 1 Betula papyrffera 1 FAC That are OBL,FACW,or FAC: 2 (A) 2 3 Total Number of Dominant 4 Species Across All Strata: 4 (B) 1 =Total Cover Saolinahrub Stratum (plot size: ) Percent of Dominant Species 1 That are OBL,FACW, or FAC: 50% (AB) 2 3 Prevalence Index Worksheet: 4 Total%Cover of Multiply by: 5 OBL Species x 1= 0 0 =Total Cover FACW species x2= 0 FAC Species 51 x3= 153 Herb Stratum (plot size: 5 ) FACU Species 7 x4- 28 1 Ipomoea purpurea 60 X UPL UPL Species X6= 0 2 Equisetum arvense 20 X FAC Column Totals 58 (A) 181 (B) 3 Lollum muldflorum 20 X (UPL) 4 Unidendfled grass 20 X (FAC) Prevalence Index=B/A= 3.12 5 Renunculus repens 10 FAC 6 Plantago lanceolate 5 FACU Hydrophytic Vegetation Indicators: 7 Leontodon saxatllla 2 FACU 1-Rapid Test for Hydrophytic Vegetation 8 2-Dominance Test is>50% 127 77.t.1 Cover 3-Prevalence Index iss 3.0' 4-Morphological Adaptations'(provide supporting WI ody Vine Stratum (plot size: ) data in Remarks or on a separate sheet) 1 5-Wetland Non-Vascular Plants' 2 Problematic Hydrophytic Vegetation(Explain) 0 =Total Cover 'Indicators of hydric soil and wetland hydrology must be present,unless disturbed or problematic. Hydrophytic %Bare Ground in Herb Stratum 0 Vegetation Yes No X Present? Remarks: SOIL PHS# 6311 Sampling Point: 1 Profile Description:(Describe to the depth needed to document the Indicator or confirm the absence of Indicators.) Depth Matrix Redox Features (Inches) Color(moist) Y. Color(moist) % Type' Loc` Texture Remarks 0-10 10YR 3/2 100 Silly Clay Loam 10.16 10YR 4/1 88 10YR 2/1 1 C M Silty Clay Loam Black concretions,manganese fine 10-16 SYR 4/6 10 C M Silty Clay Loam Fine-Medium 'Type:C=Concentration,D=Depletion,RM=Reduced Matrix,CS--Covered or Coated Sand Grains. 2Location:PL=Pore Lining, M=Matrix. Hydric Soil Indicators:(Applicable to all LRRs,unless otherwise noted.) Indicators for Proble natio Hydric 8oils3: Histosol(Al) Sandy Redox(S5) 2 cm Muck(A10) Histic Epipedon(A2) Stripped Matrix(S6) Red Parent Material(TF2) Black Histic(A3) Loamy Mucky Mineral(F1)(excgAMLRA 1) Very Shallow Dark Surface(TF12) Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) Other(explain in Remarks) X Depleted Below Dark Surface(A11) X Depleted Matrix(F3) Thick Dark Surface(Al 2) Redox Dark Surface(F6) Sandy Mucky Mineral(S1) Depleted Dark Surface(F7) 'Indicators of hydrophytic vegetation and wetland hydrology must be present,unless disturbed or Sandy Gleyed Matrix(S4) Redox Depressions(FS) problematic. Restrictive Layer(if present): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators(minimum of one required;check all that apply) Secondary Indicators(2 or more required) Surface Water(Al) Water stained Leaves(B9)(Except MLRA Water stained Leaves(B9) High Water Table(A2) 1,2,4A,and 4B) (MLRA7,2,4A,and 4B) Saturation(A3) Satt Crust(811) Drainage Patterns(B10) Water Marks(B1) Aquatic Invertebrates(B13) Dry-Season Water Table(C2) Sediment Deposits(B2) Hydrogen Sulfide Odor(C1) Saturation Visible on Aerial Imagery(C9) Drift Deposits(B3) Oxidized Rhizospheres along Living Roots(C3) Geomorphic Positron(D2) Algal Mat or Crust(64) Presence of Reduced Iron(C4) Shallow Aquitard(D3) Iron Deposits(65) Recent Iron Reduction in Plowed Soils(C6) Fao-Neutral Test(D5) Surface Soil Cracks(136) Stunted or Stressed Plants(D7)(LRR A) Raised Ant Mounds(D6)(LRR A) Inundation Visible on Aerial Imagery(B7) Other(Explain in Remarks) Frost-Heave Hummocks(D7) Sparsely Vegetated Concave Surface(sa) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): >16 Wetland Hydrology Present? Saturation Present? Yes No X Depth(inches): >16 Yes No X (incudes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available: Remarks: PHS# 6311 WETLAND DETERMINATION DATA FORM-Western Mountains,Valleys,and Coast Region ProjectlSite: SW 124th and SW Ann Count City/County: TigardlWashingtton Sampling Date: 10/18/2017 Applicant/Owner.. Century West Engineering State: OR Sampling Point: 2 Investigator(s): CWJT Section,Township,Range: Section 3,Township 28,Range 1W Landform(hillslope,terrace,etc.:) Terrace Local relief(concave,convex,none): Concave Slope(%): '-3 Subregion(LRR): LRR A Lat. 46.431837 Long: -122.803353 Datum: WG884 Soil Map Unit Name: Wapato Silty Clay Loam NW Classification: None Are climaticthydrologic conditions on the site typical for this time of year? Yes X No (if no,explain in Remarks) Are vegetation Soil or Hydrology _significantly disturbed? Are"Normal Circumstances"present? (Y/N) Y Are vegetation - Soil or Hydrology naturally problematic? If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS— Attach site map shovAng sam piing point locations,transects,Important features,etc. Hydrophytic Vegetation Present? Yes X No Is Sampled Area vvlthln Hydric Soil Present? Yes X No a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: VEGETATION-Use scientific names of plants. absolute Dominant Indicator Dominance Test worksheet: %cover Species? Status Tree Stratum (plot size: 30 ) Number of Dominant Species 1 Salix/asiandra 30 X FACW That are OBL,FACW,or FAC: 3 (A) 2 Anus rubra 6 FAC 3 Crateegus dougiasii 6 FAC Total Number of Dominant 4 Species Across All Strata: 4 (B) 40 =Total Cover SaolinolShrub Stratum (plot size: 15 ) Percent of Dominant Species 1 Splines douglasil 30 X FACW That are OBL,FACW, or FAC: 760/6 (AIB) 2 Cory/us comute 10 X FACU 3 Unidentified shrub 6 FAC Prevalence Index Worksheet: 4 Total%Cover of Multiply by: 5 OBL Species x 1= 0 45 =Total Cover FACW species x2= 0 FAC Species x3= 0 Herb Stratum (plot size: 5 ) FACU Species x4= 0 1 Equisetum arvense 70 X FAC UPL Species x5= 0 2 Epllobium clliatum 10 FACW Column Totals 0 (A) 0 (B) 3 Phalads arundinacea 5 FACW 4 Ipomoea purpuras 6 UPL Prevalence Index=B/A= 9DN/01 5 Geranium lucidum 1 (UPL) 6 Rumex cdapus 1 FAC Hydrophytic Vegetation Indicators: 7 1-Rapid Test for Hydrophytic Vegetation 8 X 2-Dominance Test is>50% 92 =Total Cover 3-Prevalence Index is 5 3.0' 4-Morphological Adaptations'(provide supporting jp(Ky Vine Stratum (plot size: ) data in Remarks or on a separate sheet) 1 5-Wetland Non-Vascular Plants' 2 Problematic Hydrophytic Vegetation'(Explain) 0 =Total Cover 'Indicators of hydric soil and wetland hydrology must be present,unless disturbed or problematic. Hydrophytic %Bare Ground in Herb Stratum 8 Vegetation Yes X No Present? Remarks: SOIL PHS# 6311 Sampling Point: 2 Profile Description:(Describe to the depth needed to document the Indicator or confirm the absence of Indicators.) Depth Matra Redox Features (Inches) Color(moist) % Color(moist) % Type Loc Texture Remarks 0-2 10YR 3/2 99 7.6YR 4/6 1 C PL Fine Sandy Loam Medium 2-8 1 OYR 3/2 96 7.5YR 4/6 3 C M Fine Sandy Loam Medium 2-8 2.6YR 4/6 2 C PL Fine Sandy Loam Coarse 8-16 2.6YR 6/2 30 7.6YR 4/6 20 C PL Fine Sandy Loam Coarse 8-16 7.6YR 3/3 60 Fine Sandy Loam Coarse 'Type:C=Concentration,D=Depletion,RM=Reduced Matra,CS=Covered or Coated Sand Grains. 2Location:PL=Pore Lining, M=Matrix. Hydric Soil Indicators:(Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydrio SOiIS3: Histosol(A1) Sandy Redox(S5) 2 om Muck(A10) Histic Epipedon(A2) Stripped Matra(S6) Red Parent Material(TF2) Blade Histic(A3) Loamy Mucky Mineral(F1)(except MLRA 1) Very Shallow Dark Surface(TF12) Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) Other(explain in Remarks) Depleted Below Dark Surface(All 1) Depleted Matrix(F3) Thick Dark Surface(Al2) X Redox Dark Surface(F6) Sandy Mucky Mineral(S1) Depleted Dark Surface(F7) "Indicators;of hydrophytic vegetation and wetland hydrology must be present,unless disturbed or Sandy Gleyed Matrix(S4) Redox Depressions(F8) problematic. Restrictive Layer(if present): Type: Depth(inches): Hydric 8oil Present? Yes X No Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators(minimum of one required;check all that apply) Secondary Indicators(2 or more required) Surface Water(Al) Water stained Leaves(Bg)(Except MLRA Water stained Leaves(Bg) High Water Table(A2) 1,2,4A,and 413) (MLRA7,2,4A,and 4B) Saturation(A3) Salt Crust(B11) Drainage Patterns(B10) Water Marks(B1) Aquatic Invertebrates(B13) Dry-Season Water Table(C2) Sediment Deposits(132) Hydrogen Sulfide Odor(CI) Saturation Visible on Aerial Imagery(Cg) Drift Deposits(63) X Oxidized Rhizospheres along Living Roots(C3) Geomorphic Position(D2) Algal Mat or Crust(64) Presence of Reduced Iron(C4) Shallow Aquitard(D3) Iron Deposits(85) Recent Iron Reduction in Plowed Soils(C6) X Fac-Neutral Test(D5) Surface Soil Cracks(B6) Stunted or Stressed Plants(D1)(LRR A) Raised Ant Mounds(D6)(LRR A) Inundation Visible on Aerial Imagery(87) Other(Explain in Remarks) Frost-Heave Hummocks(D7) Sparsely Vegetated Concave Surface(88) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): >16 Wetiand Hydrology Present? Saturation Present? Yes No X Depth(inches): >16 Yes X No (includes capillary hinge) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available: Remarks: PHS# 6311 WETLAND DETERMINATION DATA FORM-Western Mountains,Valleys,and Coast Region ProjecttSite: SW 124th and SW Ann Court City/County: TigardlWashington Sampling Date: 10/18/2017 Applicant/Owner. Century West Engineering State: OR Sampling Point: 3 Investigator(s): CLI/JT Section,Township,Range: Section 3,Township 28,Range 1W Landform(hillslope,terrace,etc.:) Terrace Local relief(concave,convex,none): Convex Slope(°/6): '-3 Subregion(LRR): LRR A Let: 46.432019 Long: -122.803391 Datum: WG384 Soil Map Unit Name: Wapato Silty Clay Loam NW Classification: None Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (if no,explain in Remarks) Are vegetation Soil or Hydrology _significantly disturbed? Are"Normal Circumstances"present? (Y/N) Y Are vegetation Soil or Hydrology _naturally problematic? If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS— Attach site map showing sampling oint locations,transects,Important features,etc. Hydrophytic Vegetation Present? Yes X No Is Sampled Area wlthln Hydric Soil Present? Yes X No a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: VEGETATION-Use scientific names of plants. absolute Dominant Indicator Dominance Test worksheet: %cover Species? Status Tree Stratum (plot size: 30 ) Number of Dominant Species 1 Crataegus dougleali 10 X FAC That are OBL,FACW,or FAC: 6 (A) 2 Salix sp. 10 X (FAC) 3 Total Number of Dominant 4 Species Across All Strata: 6 (B) 20 =Total Cover Saolina/Shrub Stratum (plot size: 15 ) Percent of Dominant Species 1 Salix Sip. 20 X (FAC) That are OBL,FACW, or FAC: 100% (AB) 2 Froxinus latlfolle 10 X FACW 3 Prevalence Index Worksheet: 4 Total%Cover of Multiply by: 5 OBL Species x 1= 0 30 =Total Cover FACW species x2= 0 FAC Species x3= 0 Herb Stratum (plot size: 5 ) FACU Species x4= 0 1 Equ/setum amense 20 X FAC UPL Species x5= 0 2 Veronica peregrine 20 X FACW Column Totals 0 (A) 0 (B) 3 Phalarls arundinaces 10 FACW 4 Eplloblum ciliatum 10 FACW Prevalence Index-B/A= #DIV10! 5 Ranunculus repens 5 FAC 6 Hydrophytic Vegetation Indicators: 7 1-Rapid Test for Hydrophytic Vegetation 8 X 2-Dominance Test is>50% 66 =Total Cover 3-Prevalence Index is 3.01 4-Morphological Adaptations'(provide supporting Woody Vine Stratum (plot size: ) data in Remarks or on a separate sheet) 1 5-Wetland Non-Vascular Plants 2 Problematic Hydrophytic Vegetation(Explain) 0 =Total Cover 'Indicators of hydric soil and wetland hydrology must be present,unless disturbed or problematic. Hydrophytic %Bare Ground in Herb Stratum 35 Vegetation Yes X No Present? Remarks: SOIL PHS# 6311 Sampling Point: 3 Profile Description:(Describe to the depth needed to document the Indicator or confirm the absence of Indicators.) Depth Matrix Redox Features (Inches) Color(moist) % Color(moist) % Type Loc Texture Remarks 0-4 10YR 312 100 Silt Loam Medium 4-12 10YR 512 20 10YR 3/6 6 C M Silt Loam Medium 4-12 10YR 312 70 10YR 316 6 C M Silt Loam Medium 'Type:C=Concentration,D=Depletion,RM=Reduoed Matrix,CS-Covered or Coated Sand Grains. 21-ocation:PL=Pore Lining, M=Matrix. Hydric Soil Indiontors:(Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric S0ils3: Histosol(A1) Sandy Redox(S5) 2 crn Muck(A10) Histic Epipedon(A2) Stripped Matrix(S6) Red Parent Material(TF2) Black Histic(A3) Loamy Mucky Mineral(F1)(excq*NILRA 1) Very Shallow Dark Surface(TF12) Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) Other(explain in Remarks) Depleted Below Dark Surface(At 1) Depleted Matrix(F3) Thick Dark Surface(Al2) X Redox Dark Surface(F6) San Mu Mineral S1 'Indicators of hydrophytic vegetation and wetland Sandy Mucky ( ) Depleted Dark Surface(F7) hydrology must be present,unless disturbed or Sandy Gleyed Matrix(S4) Redox Depressions(F8) problematic. Restrictive Layer(if present): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators(minimum of one required;check all that apply) Secondary Indicators(2 or more required) Surface Water(A1) Water stained Leaves(B9)(Except MLRA X Water stained Leaves(B9) High Water Table(A2) 1,2,4A,and 48) (MLRA1,2,4A,and 4B) X Saturation(A3) SaltCrust(B11) X Drainage Patterns(B10) Water Marks(B1) Aquatic Invertebrates(B13) Dry-Season Water Table(C2) Sediment Deposits(B2) Hydrogen Sulfide Odor(C1) Saturation Visible on Aerial Imagery(C9) X Drift Deposits(133) Oxidized Rhizospheres along Living Roots(C3) Geomorphic Position(132) Algal Mat or Crust(64) Presence of Reduced Iron(C4) Shallow Aquitard(D3) Iron Deposits(85) Recent Iron Reduction in Plowed Soils(C6) X Fac-Neutral Test(D5) Surface Soil Cracks(136) Stunted or Stressed Plants(D7)(LRR A) Raised Ant Mounds(06)(LRR A) Inundation Visible on Aerial Imagery(87) Other(Explain in Remarks) Frost-Heave Hummocks(D7) Sparsely Vegetated Concave Surface(138) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): >12 Wedand Hydrology Present? Saturation Present? Yes X No Depth(inches): 11 Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available: Remarks: PHS# 6311 WETLAND DETERMINATION DATA FORM-Western Mountains,Valleys, and Coast Region Project/Site: SW 124th and SW Ann Court City/County: Tigard/Washington Sampling Date: 10/18/2017 Applicant/Owner.. Century West Engineering State: OR Sampling Point: 4 Investigator(s): CWJT Section,Township,Range: Section 3,Township 23,Range 1W Landform(hillslope,terrace,etc.:) Terrace Local relief(concave,convex,none): Convex Slope(%): —3 Subregion(LRR): LRR A Lat: 45.431866 Long: -122.803444 Datum: WG884 Soil Map Unit Name: Wapato Silty Clay Loam NVW Classification: None Are climaticJhydrologic conditions on the site typical for this time of year? Yes X No (if no,explain in Rernarks) Are vegetation Soil or Hydrology _significantly disturbed? Are"Normal Circumstances"present? (YIN) Y Are vegetation Soil or Hydrology _naturally problematic? If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS— Attach site map showing sam piing point locations,transects,Important features,etc. Hydrophytic Vegetation Present? Yes X No Hydric Soil Present? Yes No X Is Sampled Arca within Yes No X a Wetland? Wetland Hydrology Present? Yes No X Remarks: VEGETATION-Use scientific names of plants. absolute Dominant Indicator Dominanoe Test worksheet: %cover Species? Status Tree Stratum (plot size: 30 ) Number of Dominant Species 1 Acer macrophyllum 30 X FACU That are OBL,FACW,or FAC: 4 (A) 2 Crataegus doug/asll 10 X FAC 3 Total Number of Dominant 4 Species Across All Strata: 5 (B) 40 =Total Cover Saolina/Shrub Stratum (plot size: 15 ) Percent of Dominant Species 1 Thuya plicate 10 X FAC That are OBL,FACW, or FAC: 80% (AB) 2 Fraxinus lathWe 5 X FACW 3 Ilex aquifolium 2 FACU Prevalence Index Worksheet: 4 Total%Cover of Multiply by: 5 OBL Species x 1- 0 17 =Total Cover FACW species x2= 0 FAC Species x3= 0 Herb Stratum (plot size: 5 ) FACU Species x4= O 1 Equlsetum ervense 20 X FAC UPL Species x 5= 0 2 Epiloblum cillatum 2 FACW Column Totals 0 (A) 0 (B) 3 4 Prevalence Index=6/A= #DIV/01 5 6 Hydrophytic Vegetation Indicators: 7 1-Rapid Test for Hydrophytic Vegetation 8 X 2-Dominance Test is>50% 22 =Total Cover 3-Prevalenoe Index is s 3.0' 4-Morphological Adaptations'(provide supporting WbQ6 Vine Stratum (plot size: ) data in Remarks or on a separate sheet) 1 5-Wetland Non-Vascular Plants 2 Problematic Hydrophytic Vegetation'(Explain) 0 =Total Cover 'Indicators of hydric soil and wetland hydrology must be present,unless disturbed or problematic. Hydrophytic %Bare Ground in Herb Stratum 78 Vegetation Yes X No Present? Remarks: SOIL PHS# 6311 Sampling Point: 4 Profile Description:(Describe to the depth needed to document the Indicator or confirm the absence of Indicators.) Depth Matra Redox Features (Inches) Color(moist) % Color(moist) % Type Loc Texture Remarks 0-4 1OYR 212 100 Silt Loam Medium 4-12 1OYR 3/2 100 Silt Loam Medium 'Type:C=Concentration,D=Depletion,RM=Reduced Matrix,CS=Covered or Coated Sand Grains. 21-ocation:PL=Pore Lining, M=Matrix. Hydric Soil Indicators:(Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric$01133: Histosol(Al) Sandy Redox(S5) 2 om Muck(A10) Histic Epipedon(A2) Stripped Matrix(S6) Red Parent Material(TF2) Black Histic(A3) Loamy Mucky Mineral(F1)(excgAULRA 1) Very Shallow Dark Surface(TF12) Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) Other(explain in Remarks) Depleted Below Dark Surface(Al 1) Depleted Matrix(F3) Thick Dark Surface(Al2) Redox Dark Surface(F6) Sandy Mucky Mineral(S1) Depleted Dark Surface(F7) 'Indicators of hydrophytic vegetation and wetland hydrology must be present,unless disturbed or Sandy Gleyed Matrix(S4) Redox Depressions(F8) problematic. Restrictive Layer(if present): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: Precipitation averages were within a normal range for assessing the presence of soils and hydrology at a depth of 12 inches and outside of the dry-season. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators(minimum of one required;check all that apply) Secondary Indicators(2 or more required) Surface Water(A1) Water stained Leaves(139)(Except MLRA Water stained Leaves(B9) High Water Table(A2) 1,2,4A,and 48) (MLRA7,2,4A,and 4B) Saturation(A3) Salt Crust(B11) Drainage Patterns(610) Water Marks(B1) Aquatic Invertebrates(B13) Dry-Season Water Table(C2) Sediment Deposits(62) Hydrogen Sulfide Odor(C1) Saturation Visible on Aerial Imagery(C9) Drift Deposits(B3) Oxidized Rhizospheres along Living Roots(C3) Geomorphic Position(D2) Algal Mat or Crust(134) Presence of Reduced Iron(C4) Shallow Aquitard(D3) Iron Deposits(65) Recent Iron Reduction in Plowed Soils(C6) Fac-Neutral Test(D5) Surface Soil Cracks(86) Stunted or Stressed Plants(D1)(LRR A) Raised Ant Mounds(D6)(LRR A) Inundation Visible on Aerial Imagery(137) Other(Explain in Remarks) Frost-Heave Hummocks(D7) Sparsely Vegetated Concave Surface(138) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): >12 Wetland Hydrology Present? Saturation Present? Yes No X Depth(inches): >12 Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available: Remarks: PHS# 6311 WETLAND DETERMINATION DATA FORM-Western Mountains,Valleys,and Coast Region Project/Site: SW 124th and SW Ann Court City/County: Tigard/1Nashington Sampling Date: 10/18/2017 Applicant/Owner. Century West Engineering State: OR Sampling Point: 6 Investigator(s): CAWJT Section,Township,Range: Section 3,Township 23,Range 1W Landform(hillslope,terrace,etc.:) Slope Local relief(concave,convex,none): Convex Slope(%): "3 Subregion(LRR): LRR A Let: 46.43166 Long: -122.804004 Datum: WGS84 Soil Map Unit Name: Wapato Silty Clay Loam NN Classification: None Are climatic/hydrologic conditions on the site typical for this time of year) Yes X No (if no,explain in Remarks) Are vegetation X Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? (Y/N) Y Are vegetation - Soil or Hydrology _naturally problematic? If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS— Attach site map showing sampling oint locations,transects,Important features etc. Hydrophytic Vegetation Present? Yes No X Is Sampled Area within Hydric Soil Present? Yes No X a Wetland? Yes No X Wetland Hydrology Present? Yes No X Remarks: VEGETATION-Use scientific names of plants. absolute Dominant Indicator Dominance Test worksheet: %cover Species? Status Tree Stratum (plot size: 30 j Number of Dominant Species 1 Crafaegus monogyna 80 X FAC That are OBL,FACW,or FAC: 1 (A) 2 3 Total Number of Dominant 4 Species Across All Strata: 2 (B) 80 =Total Cover ,Saoling/Shrub Stratum (plot size: 15 ) Percent of Dominant Species 1 Phyllostachys sp.(0mamental) 80 X (UPL) That are OBL,FACW, or FAC: 60% (AB) 2 3 Prevalence Index Worksheet: 4 Total%Cover of Multiply by: 5 OBL Spades x 1= 0 80 =Total Cover FACW species x2= 0 FAC Species 80 x3= 240 Herb Stratum (plot size: ) FACU Species x4= 0 1 UPL Spades 80 x5= 400 2 Column Totals 160 (A) 640 (B) 3 4 Prevalence Index=B/A- 4.00 5 6 Hydrophytic Vegetation Indicators: 7 1-Rapid Test for Hydrophytic Vegetation 8 2-Dominance Test is>50% 0 =Total Cover 3-Prevalence Index is S 3.0' 4-Morphological Adaptations'(provide supporting V�gdy Vine Stratum (plot size: ) data in Remarks or on a separate sheet) 1 5-Wetland Non-Vascular Plants' 2 Problematic Hydrophytic Vegetation'(Explain) 0 =Total Cover 'indicators of hydric soil and wetland hydrology must be present,unless disturbed or problematic. Hydrophytic %Bare Ground in Herb Stratum 100 Vegetation Yes No X Present? Remarks: Ground cover is leaf litter SOIL PHS# 6311 Sampling Point: 6 Profile Description:(Describe to the depth needed to document the Indicator or confirm the absence of Indicators.) Depth Matra Redox Features (Inches) Color(moist) % Color(moist) % Type Loc Texture Remarks 0-16 1 OYR 3/2 100 Silt Loam 'Type:C--Concentration,D=Depletion,RM-Reduoed Matrix,CS=Covered or Coated Sand Grains. 2Location:PL=Pore Lining, M=Matrix. Hydric Soil Indicators:(Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soils3. Histosol(Al) Sandy Redox(S5) 2 crn Muck(A10) Histic Epipedon(A2) Stripped Matrix(S6) Red Parent Material(TF2) Black Histic(A3) Loamy Mucky Mineral(F1)(excgn MLRA 1) Very Shallow Dark Surface(TF12) Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) Other(explain in Remarks) Depleted Below Dark Surface(At 1) Depleted Matrix(0) Thick Dark Surface(Al2) Redox Dark Surface(F6) Sandy Mucky Mineral(S1) Depleted Dark Surface(F7) 'Indicators of hydrophytic vegetation and wetland hydrology must be present,unless disturbed or Sandy Gleyed Matrix(S4) Redox Depressions(F8) problematic. Restrictive Layer(if present): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: Soil is disturbed from adjacent culverts,but are adequate to determine hydric conditions as the culverts have been in place for several years. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators(minimum of one required;check all that apply) Secondary Indicators(2 or more required) Surface Water(Al) Water stained Leaves(69)(Except MLRA Water stained Leaves(139) High Water Table(A2) 1.2,4A,and 46) (MLRA1,2,4A,and 413) Saturation(A3) Salt Crust(611) Drainage Patterns(610) Water Marks(131) Aquatic Invertebrates(613) Dry-Season Water Table(C2) Sediment Deposits(132) Hydrogen Sulfide Odor(Cl) Saturation Visible on Aerial Imagery(C9) Drift Deposits(63) Oxidized Rhizospheres along Living Roots(C3) Geomorphic Position(D2) Algal Mat or Crust(64) Presence of Reduced Iron(C4) Shallow Aquitard(D3) Iron Deposits(65) Recent Iron Reduction in Plowed Soils(C6) Fao-Neutral Test(D5) Surface Soil Cracks(136) Stunted or Stressed Plants(D1)(LRR A) Raised Ant Mounds(D6)(I-RR A) Inundation Visible on Aerial Imagery(67) Other(Explain in Remarks) Frost-Heave Hummocks(D7) Sparsely Vegetated Concave Surface(138) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): >16 Wetland Hydrology Present? Saturation Present? Yes No X Depth(inches): >16 Yes No X (includes c*Kary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available: Remarks: PHS# 6311 WETLAND DETERMINATION DATA FORM-Western Mountains,Valleys,and Coast Region Project/Site: SW 124th and SW Ann Court City/County: TigardMashington Sampling Date: 10118/2017 Applicant/Owner.. Century West Engineering State: OR Sampling Point: 6 Investigator(s): CWJT Section,Township,Range: Section 3,Township 28,Range 1W Landforrn(hillslope,terrace,etc.:) Terrace Local relief(concave,convex,none): Convex Slope(%): -3 Subregion(LRR): LRR A Let: 45.431643 Long: -122.803882 Datum: WG884 Soil Map Unit Name: Wapato Silty Clay Loam NWI Classification: None Are climaticfhydrologic conditions on the site typical for this time of year? Yes X No (if no,explain in Remarks) Are vegetation X Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? (Y/N) Y Are vegetation Soil or Hydrology naturally problematic? If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS— Attach site map showing sampling oint locations,transects,Important features,etc. Hydrophytic Vegetation Present? Yes X No Is Sampled Area within Hydric Soil Present? Yes X No a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: VEGETATION-Use scientific names of plants. absolute Dominant Indicator Dominance Test worksheet: %cover Species? Status Tree Stratum (plot size: 30 ) Number of Dominant Species 1 Cratsegus monogyna 60 X FAC That are OBL,FACW,or FAC: 3 (A) 2 3 Total Number of Dominant 4 Species Across All Strata: 4 (B) 60 -Total Cover Saolina/Shrub Stratum (plot size: 15 ) Percent of Dominant Species 1 Fraxinus letitolia 6 X FACW That are OBL,FACW, or FAC: 75% (A/B) 2 Phyllostachys sp.(ornamental) 6 X (UPL) 3 Physocarpus capitates 2 FACW Prevalence Index Worksheet: 4 Total%Cover of Multiply by: 5 OBL Species x 1= 0 12 =Total Cover FACW species x2= 0 FAC Species x3= 0 /Herb Stratum (plot size: 5 ) FACU Species x4- O 1 Equisetum arvense 10 X FAC UPL Species X5= 0 2 Ranunculus nepena 2 FAC Column Totals 0 (A) 0 (B) 3 4 Prevalence Index=B/A= #DIV/01 5 6 Hydrophytic Vegetation Indicators: 7 1-Rapid Test for Hydrophytic Vegetation 8 X 2-Dominance Test is>50% 12 =Total Cover 3-Prevalence Index is 5 3.01 4-Morphological Adaptations'(provide supporting Wpody Vine Stratum (plot size: ) data in Remarks or on a separate sheet) 1 5-Wetland Non-Vascular Plants 2 Problematic Hydrophytic Vegetation(Explain) 0 =Total CoverIndicators of hydric soil and wetland hydrology must be present,unless disturbed or problematic. Hydrophytic Bare Ground in Herb Stratum 88 Vegetation Yes X NO Present? Remarks: SOIL pHs 111 6311 Sampling Point: 6 Profile Description:(Describe to the depth needed to document the Indicator or confirm the absence of Indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type Loc Texture Remarks 0-2 10YR 3/2 100 Silt Loam Medium 2-12 10YR 4/2 87 10YR 6/6 3 C M Silt Loam Medium 'Type:C=Concentration,D=Depletion,RM=Reduced Matrix,CS=Covered or Coated Sand Grains. 2Location:PL-Pore Lining, M=Matrix. Hydric Soil Indicators:(Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soil33: Histosol(Al) Sandy Redox(S5) 2 cm Muck(A10) Histic Epipedon(A2) Stripped Matrix(S6) Red Parent Material(TF2) Black Histic(A3) Loamy Mucky Mineral(F1)(exceptMLRA 1) Very Shallow Dark Surface(TF12) Hydrogen Sulfide(A4) Loamy Gleyed Matrix(172) Other(explain in Remarks) X Depleted Below Dark Surface(All 1) X Depleted Matrix(F3) Thick Dark Surface(Al2) Redox Dark Surface(F6) Sandy Mucky Mineral(S1) Depleted Dark Surface(F7) °Indicators of hydrophytic vegetation and wetland hydrok)gy must be present,unless disturbed or Sandy Gleyed Matrix(S4) Redox Depressions(F8) problematic. Restrictive Layer(if present): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: Soil is disturbed from adjacent culverts,but are adequate to determine hydric conditions as the culverts have been in place for several years. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators(minimum of one required;check all that apply) Secondary Indicators(2 or more required) Surface Water(A1) Water stained Leaves(Bg)(Except MLRA Water stained Leaves(Bg) High Water Table(A2) 1,2,4A,and 4B) (MLRA1,2,4A,and 4B) Saturation(A3) Salt Crust(611) X Drainage Paftems(B10) Water Marks(61) Aquatic Invertebrates(B13) Dry-Season Water Table(C2) Sediment Deposits(82) Hydrogen Sulfide Odor(CI) Saturation Visible on Aerial Imagery(Cg) Drift Deposits(133) Oxidized Rhizospheres along Living Roots(C3) Geomorphic Position(132) AIgaI Mat or Crust(114) Presence of Reduced Iron(C4) Shallow Aquitard(D3) Iron Deposits(85) Recent Iron Reduction in Plowed Soils(C6) X Foo-Neutral Test(D5) Surface Soil Cracks(B6) Stunted or Stressed Plants(D1)(LRR A) Raised Ant Mounds(136)(I-RR A) Inundation Visible on Aerial Imagery(B7) Other(Explain in Remarks) Frost-Heave Hummocks(D7) Sparsely Vegetated Concave Surface(BB) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): >12 Wetland Hydrology Present? Saturation Present? Yes No X Depth(inches): >12 Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available: Remarks: PH$# 6311 WETLAND DETERMINATION DATA FORM-Western Mountains,Valleys,and Coast Region Project/Site: SW 124th and SW Ann Court City/County: TigardlWashington Sampling Date: 10/18/2017 Applicant/Owner. Century West Engineering State: OR Sampling Point: 7 Investigator(s): CWJT Section,Township,Range: 8eation 3,Township 28,Range 1W Landform(hilislope,terrace,etc.:) Slope Local relief(concave,convex,none): Concave Slope(%): '-3 Subregion(LRR): LRR A Let: 45.431499 Long: -122.803786 Datum: WG884 Soil Map Unit Name: Wapato Silty Clay Loam NWI Classification: None Are climatiothydrologic conditions on the site typical for this time of year? Yes X No (if no,explain in Remarks) Are vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? (Y/N) Y Are vegetation Soil or Hydrology _naturally problematic? If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS— Attach site map showing sampling int locations,transects,Important features,etc. Hydrophytic Vegetation Present? Yes X No Is Sampled Area within Hydric Soil Present? Yes No X a Wetland? Yes No X Wetland Hydrology Present? Yes No X Remarks: VEGETATION-Use scientific names of plants. absolute Dominant Indicator Dominanoe Test worksheet: %cover Species? Status Tree Stratum (plot size: ) Number of Dominant Species 1 That are OBL,FACW,or FAC: 1 (A) 2 3 Total Number of Dominant 4 Species Across All Strata: 1 (B) O =Total Cover Saolina/Shrub Stratum (plot size: ) Percent of Dominant Species 1 That are OBL,FACW, or FAC: 100% (AB) 2 3 Prevalence Index Worksheet: 4 Total%Cover of Multiply by: 5 OBL Species x 1= 0 0 =Total Cover FACW species x2= 0 FAC Species x3= 0 Herb Stratum (plot size: 5 ) FACU Species x4= 0 1 Mentha sp. 70 X (FAC) UPL Species x5= 0 2 Ranunculus repens 20 FAC Column Totals 0 (A) 0 (B) 3 Equlsetum arvense 6 FAC 4 Trlfollum pratense 5 FACU Prevalence Index=B/A= #DNI01 5 Plantago lenceclata 3 FACU 6 Leontodon saxaN/is 2 FACU Hydrophytic Vegetation Indicators: 7 Aplum op. 2 (UPL) 1-Rapid Test for Hydrophytic Vegetation 8 X 2-Dominance Test is>50% 107 =Total Cover 3-Prevalence Index is s 3.0' 4-Morphological Adaptations'(provide supporting Woody Vine Stratum (plot size: ) data in Remarks or on a separate sheet) 1 5-Wetland Non-Vascular Plants' 2 Problematic Hydrophytic Vegetation'(Explain) 0 =Total Cover 'Indicators of hydric soil and wetland hydrology must be present,unless disturbed or problematic. Hydrophytic %Bare Ground in Herb Stratum 0 Vegetation Yes X No Present? Remarks: SOIL PHS# 6311 Sampling Point: 7 Profile Description:(Describe to the depth needed to document the Indicator or confirm the absence of Indicators.) Depth Matrix Redox Features (Inches) Color(moist) % Color(moist) % Type Loc Texture Remarks 0-6 10YR 2.6/1 100 Fine Sandy Loam 6-16 1OYR 412 99 7.6YR 416 1 C M Fine Sandy Loam 'Type:C--Concentration,D=Depletion,RM-Reduced Matrix,CS=Covered or Coated Sand Grains. 2Location:PL-Pore Lining, M--Matrix. Hydric Soil Indicators:(Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol(A1) Sandy Redox(S5) 2 cm Muck(A10) Histic Epipedon(A2) Shipped Matrix(S6) Red Parent Material(TF2) Black Histic(A3) Loamy Mucky Mineral(F1)(exceoULRA 1) Very Shallow Dark Surface(TF12) Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) Other(explain in Remarks) Depleted Below Dark Surface(A11) Depleted Matrix(F3) Thick Dark Surface(Al2) Redox Dark Surface(F6) Sandy Mucky Mineral(St) Depleted Dark Surface(F7) 'Indicators of hydrophytic vegetation and wetland hydrology must be present,unless disturbed or Sandy Gleyed Matrix(S4) Redox Depressions(F8) problematic. Restrictive Layer(if present): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators(minimum of one required;check all that apply) Secondary Indicators(2 or more required) Surface Water(Al) Water stained Leaves(69)(Except MLRA Water stained Leaves(139) High Water Table(A2) 1,2,41A,and 4B) (MLRA7,2,4A,and 4B) Saturation(A3) Satt Crust(1311) Drainage Patterns(810) Water Marks(61) Aquatic Invertebrates(813) Dry-Season Water Table(C2) Sediment Deposits(62) Hydrogen Sulfide Odor(Cl) Saturation Visible on Aerial Imagery(C9) Drift Deposits(83) Oxidized Rhizospheres along Living Roots(C3) Geomorphic Positron(D2) Algal Mat or Crust(64) Presence of Reduced Iron(C4) Shallow Aquitard(D3) Iron Deposits(135) Recent Iron Reduction in Plowed Soils(C6) Fao-Neutral Test(D5) Surface Soil Cracks(136) Stunted or Stressed Plants(D7)(LRR A) Raised Ant Mounds(136)(LRR A) Inundation Visible on Aerial Imagery(87) Other(Explain in Remarks) Frost-Heave Hummocks(D7) Sparsely Vegetated Concave Surface(138) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): >16 Wetland Hydrology Present? Saturation Present? Yes No X Depth(inches): >16 Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available: Remarks: PHS# 6311 WETLAND DETERMINATION DATA FORM-Western Mountains,Valleys,and Coast Region Project/Site: SW 124th and SW Ann Court City/County: TigardWashington Sampling Date: 10/18/2017 Applicant/Owner. Century West Engineering State: OR Sampling Point: 8 Investigator(s): CM/JT Section,Township,Range: Section 3,Township 28,Range 1W Landform(hillslope,terrace,etc.:) Foctslope Local relief(concave,convex,none): Concave Slope(%): -'3 Subregion(LRR): LRR A Let: 45.43433 Long: -122.80385 Datum: W0884 Soil Map Unit Name: Wapato Silty Clay Loam NWI Classification: None Are climatc/hydrologic conditions on the site typical for this time of yeah Yes X No (if no,explain in Remarks) Are vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? (Y/N) Y Are vegetation Soil or Hydrology naturally,problematic? If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS— Attach site map shovAng sam piing point locations,transects,Important features,etc. Hydrophytic Vegetation Present? Yes X No Is Sampled Area within Hydric Soil Present? Yes X No a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: VEGETATION-Use scientific names of plants. absolute Dominant Indicator Dominance Test worksheet: %cover Species? Status Tree Stratum (plot size: 30 ) Number of Dominant Species 1 Sailk sp. 50 X (FAC) That are OBL,FACW,or FAC: 3 (A) 2 3 Total Number of Dominant 4 Species Across All Strata: 3 (B) 60 =Total Cover Saplina/Shrub Stratum (plot size: ) Percent of Dominant Species 1 That are OBL,FACW, or FAC: 100% (AB) 2 3 Prevalence Index Worksheet: 4 Total%Cover of Multiply by: 5 OBL Species x 1= 0 0 =Total Cover FACW species x2= 0 FAC Species x3- 0 Herb Stratum (Plot size: 5 ) FACU Species x4= 0 1 Eplloblum cllletum 10 X FACW UPL Species X5= 0 2 Phalarls arundinaces 10 X FACW Column Totals 0 (A) 0 (B) 3 Mentha sp. 6 (FAC) 4 Equisetum arvense 6 FAC Prevalence Index=B/A= #DN/01 5 Ipomoea purpuree 5 UPL 6 Hydrophytic Vegetation Indicators: 7 1-Rapid Test for Hydrophytic Vegetation 8 X 2-Dominance Test is>50% 35 =Total Cover 3-Prevalence Index is 3.01 4-Morphological Adaptations(provide supporting Woody Vine Stratum (Plot size: ) data in Remarks or on a separate sheet) 1 5-Wetland Non-Vascular Plants' 2 Problematic Hydrophytic Vegetation(Explain) 0 =Total Cover 'Indicators of hydric soil and wetland hydrology must be present,unless disturbed or problematic. Hydrophytic %Bare Ground in Herb Stratum 65 Vegetation Yes X No Present? Remarks: SOIL PHS# 6311 Sampling Point: 8 Profile Description:(Describe to the depth needed to document the Indicator or confirm the absence of Indicators.) Depth Matrix Redox Features (Inches) Color(moist) % Color(moist) % Type Loc Texture Remarks 0-6 10YR 412 88 10YR 416 2 C M Silt Loam Fine 6-12 10YR 412 86 10YR 4/6 2 C M Silt Loam Fine 6-12 10YR 4/6 2 C PL Silt Loam Fine 'Type:C=Concentration,D=Depletion,RM-Reduced Matrix,CS-Covered or Coated Sand Grains. 2Location:PL=Pore Lining, M=Matrix. Hydric Soil Indicators:(Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soilss: Histosol(Al) Sandy Redox(S5) 2 cm Muck(A10) Histic Epipedon(A2) Stripped Matrix(S6) Red Parent Material(TF2) Black Histic(A3) Loamy Mucky Mineral fl)(exceptMLRA 1) Very Shallow Dark Surface(TF12) Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) Other(explain in Remarks) Depleted Below Dark Surface(Al 1) X Depleted Matrix(F3) Thick Dark Surface(Al2) Redox Dark Surface(F6) Sandy Mucky Mineral(S1) Depleted Dark Surface(F7) 'Indicators of hydrophytic vegetation and wetland hydrology must be present,unless disturbed or Sandy Gleyed Matrix(S4) Redox Depressions(F8) problematic. Restrictive Layer(if present): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators(minimum of one required;check all that apply) Secondary Indicators(2 or more required) Surface Water(Al) Water stained Leaves(139)(Except MLRA X Water stained Leaves(69) High Water Table(A2) 1,2,4A,and 413) (MLRA7,2,4A,and 413) Saturation(A3) Salt Crust(811) Drainage Patterns(610) Water Marks(61) Aquatic Invertebrates(813) Dry-Season Water Table(C2) Sediment Deposits(62) Hydrogen Sulfide Odor(Cl) Saturation Visible on Aerial Imagery(C9) X Drift Deposits(133) X Oxidized Rhizospheres along Living Roots(C3) X Geomorphic Position(132) Algal Mat or Crust(134) Presence of Reduced Iron(C4) Shallow Aquitard(133) Iron Deposits(135) Recent Iron Reduction in Plowed Soils(C6) X Fao-Neutral Test(D5) Surface Soil Cracks(66) Stunted or Stressed Plants(D1)(LRR A) Raised Ant Mounds(D6)(LRR A) Inundation Visible on Aerial Imagery(137) Other(Explain in Remarks) Frost-Heave Hummocks(D7) Sparsely Vegetated Concave Surface(68) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): >12 Wetland Hydrology Present? Saturation Present? Yes No X Depth(inches): >12 Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),ff available: Remarks: Appendix C Site Photos or QNV, ��< r tr Photo A: Looking northwest at the 18-inch culvert entering Channel 1. (Photo taken:September 1,2017) J max; +►�,� :• �. .I Photo B: p , ' Looking southeast toward the « 30 inch culvert underlying }; SW 124th Avenue. (Photo taken:September 1,2017) � Pro)ect#6311 10/26/2017 r�;;s Photo documentation SW 124th and SW Ann Court Culvert Replacement, Tigard, Oregon Pacific Habitat Services,Inc. 9450 SW Commerce Circle,Suite 180 Wilsonville,OR 97070 a. Photo C: Looking southwest in the vicinity �. of sample points 5 &6. (Photo taken:October 18,2017) y i x� Photo D: Looking southwest toward Wetland B and in the vicinity of sample points 7 & 8. ez (Photo taken:October 18,2017) � "+ra k °Cs •r ' we w ,"A1C . ;r �, ._'tl�d ^ae rF..Lw,va.r b ra,•"::r.�ts` .y''.l&'7 �°' . Project#6311 10/26/2017 Photo documentation SW 124th and SW Ann Court Culvert Replacement,Tigard, Oregon Pacific Habitat Services,Inc. 9450 SW Commerce Circle,Suite 180 Wilsonville,OR 97070 Photo E: Looking northeast from above the 30-inch culvert underlying m SW 124th Avenue and toward nnell _ Channell. Cha (Photo taken:September 1,2017) 4, �� + r c 411 o t IWA 6 . p n7 y f� � k"T ry�gg��__i Photo F: r x I Looking northeast at Channel 1 and in the vicinity of sample points 3 &4. (Photo taken:September 1,2017) �rF Project#6311 10/26/2017 --S Photo documentation Ts Pacific Habitat Services,Inc. SW 124th and SW Ann Court Culvert Replacement, Tigard, Oregon 9450 SW Commerce Circle,Suite 180 Wilsonville,OR 97070 Appendix D Wetland Definitions and Methodology PHS r WATERS OF THE STATE AND WETLAND DEFINITION AND CRITERIA Regulatory Jurisdiction Wetlands and water resources in Oregon are regulated by the Oregon Department of State Lands (DSL)under the Removal-Fill Law(ORS 196.800-196.990) and by the U.S. Army Corps of Engineers (COE)through Section 404 of the Clean Water Act. The primary source documents for wetland delineations within Oregon is the Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1 (Environmental Laboratory 1987) and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0) (U.S. Army Corps of Engineers, 2010), which are required by both DSL and COE. Waters of This State and Wetland Definition Waters of This State are defined as "all natural waterways,tidal and non-tidal bays, intermittent streams,constantly flowing streams, lakes, wetlands,that portion of the Pacific Ocean that is in the boundaries of this state, all other navigable and non-navigable bodies of water in this state and those portions of the ocean shore ..." (DSL, 2009). Wetlands are defined as "those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions" (DSL 2009). Wetland Criteria Based on the above definition,three major factors characterize a wetland: hydrology, substrate, and biota. Wetland Hydrology Wetland hydrology is related to duration of saturation, frequency of saturation, and critical depth of saturation. The 1987 manual defines wetland hydrology as inundation or saturation within a major portion of the root zone(usually above 12 inches), typically for at least 12.5%of the growing season. The wetland hydrology criterion can be met,however, if saturation within the major portion of the root zone is present for only 5%of the growing season, depending on other evidence. The growing season is defined as the portion of the year when soil temperatures at 12.0 inches below the soil surface are higher than biological zero (41 degrees Fahrenheit, 5 degrees Celsius), but also allows approximation from frost-free days,based on air temperature. The growing season for any given site or location is determined from US Natural Resources Conservation Service, (formerly Soil Conservation Service) data and information. Appendix D—Wetland Definition and Methodology Pacific Habitat Services,Inc. Page 1 Wetland hydrologic indicators include the following: visual observation of inundation or saturation, watermarks, drift lines, sediment deposits, and/or oxidized rhizospheres with living roots. Oxidized rhizospheres are defined as yellowish-red zones around the roots and rhizomes of some plants that grow in frequently saturated soils. Other indicators of hydrology, including algal mats or crust, iron deposits, surface soil cracks, sparsely vegetated concave surface, salt crust, aquatic invertebrates,hydrogen sulfide odor,reduced iron, iron reduction in tilled soils, and stunted or stressed plants can also be used to determine the presence of wetland hydrology. Wetland Substrate(Soils) Most wetlands are characterized by hydric soils. Hydric soils are those that are ponded, flooded, or saturated for long enough during the growing season to develop anaerobic conditions. Periodic saturation of soils causes alternation of reduced and oxidized conditions, which leads to the formation of redoximorphic features (gleying and mottling). Mineral hydric soils will be either gleyed or will have bright mottles and/or low matrix chroma. The redoximorphic feature known as gley is a result of greatly reduced soil conditions,which result in a characteristic grayish, bluish or greenish soil color. The term mottling is used to describe areas of contrasting color within a soil matrix. The soil matrix is the portion of the soil layer that has the predominant color. Soils that have brightly colored mottles and a low matrix chroma are indicative of a fluctuating water table. Hydric soil indicators include: organic content of greater than 50%by volume, and/or presence of redoximorphic features and dark soil matrix,as determined by the use of a Munsell Soil Color Chart. This chart establishes the chroma, value and hue of soils based on comparison with color chips. Mineral hydric soil must meet one of the 16 definitions for hydric soil indicators, or be classified as a"problem soil" in the Regional Supplement. Wetland Biota(Vegetation) Wetland biota is defined as hydrophytic vegetation. A hydrophyte is a plant species that is capable of growing in substrates that are periodically deficient in oxygen as a result of saturated soil conditions. The U.S. Fish and Wildlife Service, in the National List of Plant Species that Occur in Wetlands,has established five basic groups of vegetation based on their frequency of occurrence in wetlands. These categories,referred to as the "wetland indicator status", are as follows: obligate wetland plants(OBL), facultative wetland(FACW), facultative(FAC), facultative upland(FACU), and obligate upland(UPL). Table 1 gives a definition of the plant indicator codes. Table 1. Description of Wetland Plant Indicator Status Codes Indicator Code Status OBL Obligate wetland.Plants that always occur in standing water or in saturated soils. FACW Facultative wetland.Plants that nearly always occur in areas of prolonged flooding or require standing water or saturated soils but may,on rare occasions,occur in non-wetlands. FAC Facultative.Plants that occur in a variety of habitats,including wetland and mesic to xeric non- wetland habitats but commonly occur in standing water or saturated soils. FACU Facultative upland.Plants that typically occur in xeric or mesic non-wetland habitats but may frequently occur in standing water or saturated soils. UPL Obligate upland.Plants that rarely occur in water or saturated soils. Appendix D—Wetland Definition and Methodology Pacific Habitat Services,Inc. Page 2 Observations of hydrology, soils, and vegetation, were made using the "Routine On-site" delineation method as defined in the 1987 manual and the Interim Regional Supplement for areas that were not currently in agricultural production. One-foot diameter soil pits were excavated up to 24 inches and soil profiles were examined for hydric soil and wetland hydrology indicators. In addition, a visual absolute-cover estimate of the dominant species of the plant community was performed using soil pit locations as a center of reference. Dominant plant species are based on estimates of absolute cover for herbaceous, and shrub species within a 5-foot radius of the sample point, and basal area cover for tree and woody vine species within a 30-foot radius of the sample point. Plant species in each vegetative layer, which are estimated at less than 20%of the total cover, are not considered to be dominant. The wetland indicator status is then used to determine if there is an overall dominance(greater than 50%) of wetland or upland plant species. If less than 50% of the dominant species are hydrophytic,then the prevalence index may be used to determine if the subdominant species are hydrophytic. If the prevalence index is less than or equal to 3,hydrophytic vegetation criterion is met. During data collection, the soil profiles were examined for hydric soil and wetland hydrology indicators. Plant species and cover were recorded. Data was recorded on standard data sheets, which contain the information specified in the 1987 Corps Manual and the Interim Regional Supplement. Appendix D—Wetland Definition and Methodology Pacific Habitat Services,Inc. Page 3 CORRESPONDENCE ADDITIONAL INFORMATION ■ City of Tigard May 5, 2020 Peter Gill 12285 SW 124th Avenue Tigard, OR 97223 Project: Gill Setback Adjustment Site: 12285 SW 124th Avenue; WCTM 2S103BB, Tax Lot 2000 Land Use File: ADJ2020-00009 Dear Mr. Gill: Please be advised that your application for a Type II Adjustment has been deemed complete as of May 5, 2020, in accordance with Tigard's submittal requirements and Oregon Revised Statutes 227.178. The 120-day deadline by which the City must reach a final decision on this f application is September 2, 2020. If you decide to withdraw your application before a decision is rendered, please be aware that application fees may not be fully refundable. Please feel free to contact me at (503) 718-2438 or LinaCSntigard-or.gov should you have any questions. Sincerely, Lina Smith Assistant Planner Copy: ADJ2020-00009 Land Use File 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 0 www.tigard-or.gov ADJ2020-00009 12285 SW 124th Avenue Gill Front Setback Adjustment o E 0 0 V co M t CD M � E �{ @j -^ Z C (Jl ro W O 2 H O W 2 v w EXISTING ROOF STRUCTURE 12 PROPOSED ROOF STRUCTURE ±4 W EXISTING ROOFr, m o EXISTING STRUCTURE W N o STRUCTURE F COMPOSITION ROOFING TO _ MATCH EXISTING O -mss; . . . . . . . y� PROPOSED ROOF STRUCTURE z = � . 12 EXISTING ��-yam STRUCTURE - ���� TOP OF DBL. TOP PLATES O w w Z O TOP OF WINDOW - _ w - - - - - m 3: 55 irO � p PROPOSED HORIZONTAL U X M STRUCTURE - SIDING TO MATCH EXISTING O z X O Uww = IF 4 wQwW N F Q F W Z � OLL jrn w , = O QZ IYZ ~ Z EXISTING FINISHED GRADE o a Z z W CONCRETE SLAB FI NISH GRADE CONCRETE SLAB U 3 O a go0 � -t AT GARAGE AT GARAGE w mir O Q w Q wWw mza o �_ = zz CL ~ O EXISTING PROPOSED FINISHED STRUCTURE GRADE EXISTING & PROPOSED EXISTING & PROPOSED FRONT ELEVATION RIGHT SIDE ELEVATION SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" Z O EXISTING ROOF STRUCTURE � J 12 ±4 12 PROPOSED ROOF STRUCTURE Q J EXISTING ROOF N STRUCTURE ��-�T�� PROPOSED ROOF —� . . y���� LL Lu y � STRUCTURE 12 Q PROPOSED PROPOSED STRUCTURE STRUCTURE EXISTING FINISHED GRADE PROPOSED STRUCTURE LEXISTING STRUCTURE PROPOSED & EXISTING PROPOSED & EXISTING PARTIAL LEFT ELEVATION REAR ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" DRAWN BY: E.H. DATE: 7-25-19 REV. 71 RECEIVED 1101311 17-083 APR 15 2020 CITY OF TIGARD PLANNING/ENGINEERING OF 4