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HomeMy WebLinkAboutReport 01William M. Grosz 1726 Shattuck Avenue S Renton, WA 98055 tel: (425) 271-7606 (party of record) PARTIES OF RECORD ]ASSEN SHORT PLAT LUA12-045, SHPL-A, ECF Bert G. Richards 1705 Morris Avenue S Renton, WA 98055 tel: (425) 228-6373 (party of record) Mark Watkins 1719 Morris Avenue S Renton, WA 98055 tel: (425) 970-3847 (party of record) ste: Unit A Updated: 10/30/12 (Page 1 of 1) i r o r5 z z o aN ?o c n e2 m a A 3 m 7h m L N I i � yZj m N O Y { _j1C- m .� C11- Gs o�mo M gm zQ`"� ^p O =z =� 1, S ZDc~t�i �M r. !n � A 7E W o r = W � File: �.�, �500n;�,1571 S enQ�neerina'.�5� �5-SrTreeFcr. r s �ci 3i � r EQ n o am� y n � l soa m�n�m n Z� [ri n Cn ~� moN CaA yKp yC r a � r^ � 3" m i a o" c 00 S co � A =C m �-Ii-u.a ywc cnr.�r . 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If the plat is not recorded (NR), I am only giving you the plat map with the new potential addresses written on it. Please add these addresses to your City directories and maps. Bob Singh Plat Canyon Terrace Plat (NR) Copperwod (NR) Dhillon Short Plat (NR) Enclave at Bridle Ridge Plat (NR) Greenleaf/Panther Lake Plat Highlands Park Short Plat (NR) Jason's Short Plat Lassen Short Plat Jefferson Glade Short Plat (NR) Kelsey's Crossing Plat Kennydale Vue Point Short Plat (NR) Lord Short Plat/3307 (NR) Maertin's Ranch/Concord Place Plat (NR) Morris Ave Short Plat (NR) Nantucket Avenue Short Plat (NR) Sidhu Short Plat (NR) Skagen Short Plat (NR) Talbot & 55th Plat (NR) Vuecrest II Short Plat (NR) Whitman Court Townhomes PH II Plat (NR) incerely, I>'Jan Conklin Energy Plans Examiner Development Services Division Telephone: 425-430-7276 #1:platadd Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 . rentonwa.gov CITY OF RENTON SHORT PLAT KING COUNTY, WASHINGTON X LEGM: 5 APPLE �J) 2dr FW r CHEW t HOLLY Ir cFAA)i4, C MAPLE l,r CNS rE7JCE 0.5' � S I VIP js 1 r r X Hr f E Y OF rm rno. �y V I-tiA vL. 04,'V SAIL -ft SQtla9lely 7m -m• M Sat: -r 1 ff 0 !M 3S bx 0. 0' -hW-3i'S7'IY–--------- ,— I 81 fD-fr 3 x' WOW FDrE rsAFFW ASR-?'Mfr R7rTM IF AGTW YAM O< A- kZr y CIPC. M7 WLL LS OM FAO.Mrr LVE % I 1177E Nux, I ~ oto trine FENCE rsrav [.nim Y - ON PROPOM _I'— :AWFaC LWAnW IF 32AP A170 2W !�To r' ^ 70. IYS• I �6& nrgrnlEat.r slrF ARFJ� NAS DUCKVEOE7A710N NEW LOT T8, 050 SF T7 re _ A®'3lY7x Asroa.. y, �� 24 4'4 (f' $ s � r 19 aD4M AW. 5. Yfy. IW1C ? GY NEW LOT 2 azo rY uM7TEA�rn i rii�At:w+rw� J 10,280 SF k ----- cagy - - Tlaao WC. WALK r RD 0 AEDI A M _ mc. 655 SF 2831177E ---- - - – ��. TfY 172 - I`4 9PAVE MEA 'I m ! EAFLIGE 6 a5' 3Q• rro BE F&COPt NEW Lora ; 8,050 sF a TO 6FE7VCE t. -I2 /' N N _— 0.1 M. QF LIME I V 1+��r'r7x 1l33.Q0 76' UAW uw FENCE A'S% T Lr<VVBMY fs ax S. OF LME fur 7 i � `� ws�ilr R1rti'F7vAY I SI � / l �,1 EFLATIVE CQ'u. COrrPANY's pIAT Na. z. F�EYCCN T vZm 7 vo-L- J2.c� b S L SIA �; I o♦ f 5 XAT COUVMY WU& VOLWE' M OF PLATS, 577. K BEAC G =NM, WASHPXT M WEE k9W M OF 7RACr 65 Afro 771E SWT" WOE OF OF OF Lrar.VRf7VYON C* --W CAN. CCT%*%Ar3 ACRS= MCM 7t�r r AM 731-17N DEPARTMENT OF COMMUNITY D City 0, AND ECONOMIC DEVELOPMENT ENVIRONMENTAL (SEPA) DETERMINATION OF NON -SIGNIFICANCE APPLICATION NO(S): APPLICANT: PROJECT NAME: - MITIGATED (DNS -M) LUA12-045, ECF, SHPL-A Larry Jassen Jassen Short Plat DESCRIPTION OF PROPOSAL: The applicant is requesting SEPA Environmental Review and Short Plat approval for the subdivision of a 27,035 square foot lot into three lots resulting in a density of 4.9 units per acre. LOCATION OF PROPOSAL: 1719 Morris Avenue S LEAD AGENCY: City of Renton Environmental Review Committee Department of Community & Economic Development The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on April 12, 2013. Appeals must be filed in writing together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and more information may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: DATE OF DECISION: SIGNATURES: Greggts erm , Administrator Public Department Terry Higashiyama, Administrator Community Services Department March 29, 2013 March 25, 2013 Date Mark Peterson/Administrator Fire & Emergency Services ,31 C.E. "Chip" Vincent, Administrator/ Date Planning Director Department of Community & Economic Development Z12 r 3 Date Date DEPARTMENT OF COMMUNITY City of AND ECONOMIC DEVELOPMENT D DETERMINATION OF NON -SIGNIFICANCE -MITIGATED (DNSM) MITIGATION MEASURES, ADVISORY NOTES, AND CONDITIONS APPLICATION NO(S): APPLICANT: PROJECT NAME: [012' • ' • 6WA3 LUA12-045, ECF, SHPL-A Larry Jassen Jassen Short Plat DESCRIPTION OF PROPOSAL: The applicant is requesting SEPA Environmental Review and Short Plat approval for the subdivision of a 27,035 square foot lot into three lots resulting in a density of 4.9 units per acre. LOCATION OF PROPOSAL: 1719 Morris Avenue S LEAD AGENCY: City of Renton Environmental Review Committee Department of Community & Economic Development MITIGATION MEASURES: 1. The applicant shall comply with the recommendations included in the Geotechnical Evaluation and the Coal Mine Hazard Assessment both prepared by Associated Earth Sciences Inc., dated January 9, 2007 and January 27, 2006 respectively and the Coal Mine Hazard Evaluation, prepared by Terra Associates, Inc., dated February 25, 2013. ADIVISORY NOTES: The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. Planning: 1. RMC section 4-4-030.0.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi -family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (5:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified In the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 4. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. 5. The applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING -- Protected Trees" or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. 6. A demolition permit is required for the removal of the Accessory Dwelling Unit. Upon completion of the demolition an inspection is required prior to short plat recording. Plan Review - Water: 1. System development fees for water are based on the size of the new domestic water meters that will serve the new homes on each new lot. Fee for 4 -inch water meter install is $2,236.00. The existing home at 1719 -- Morris Ave S. is served by a %-inch water meter connected to the water main in Morris Ave S. Credit will be given for the existing home. 2. Fee for a %-inch meter installed by the City is $2,260.00. 3. All new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of the structures. There are fire hydrants in the vicinity that may be counted towards the fire protection of this project, but are subject to verification for being within 300 feet of the nearest corner of the buildings and are subject to Fire Department approval. A Storz "quick Connect" fitting will be required to be retrofitted on any existing hydrant approved to serve the site. Plan Review—Sanitary Sewer: 1. System Development fees for sewer are based on the size of the new domestic water meters to serve the new homes on each new lot. The sewer fee for a %- inch water meter install is $1,591.00 per lot. Fee Credit will be given for the existing home if connected to sewer. Fees are payable prior to issuance of the construction permit. ERC Mitigation Measures, Advisory Notes, and Conditions of Approval Page 2 of 4 Plan Review —Storm Drainage: 1. There is no improved drainage conveyance system in the Morris Ave S. 2. A drainage plan and drainage report has been submitted with the site plan application. The report addresses compliance with 2009 King County Surface Water. The short plat is subject to Appendix C, Small Site Drainage Review. The engineer has noted that the soils will not support 100% infiltration. Basic dispersion trenches are proposed for each lot to collect roof runoff. 3. A Construction Stormwater Permit from Department of Ecology is required if clearing and grading of the site exceeds one acre. 4. Surface water system development fee is $1,012.00 per new lot. Fees are payable prior to issuance of the construction permit. Credit will be given for the existing home. Plan Review—Street Improvements: 1. Transportation impact fees of $1,435.50 will be assessed or fees as required by code. Credit has been given for the existing home. The rate is $75.00 x 9.57 trips x 2 new lots. 2. The maximum width of a single loaded garage driveway shall not exceed nine feet (9') and double -loaded garage driveway shall not exceed sixteen feet (16). 3. Paving and trench restoration will comply with the City's Trench Restoration and Overlay Requirements. 4. Street lighting is not required for this short plat. Plan Review —General:, 2. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 3. When the utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, permit application and an itemized cost of construction estimate and application fee at the counter on the sixth floor. 4. All subdivisions shall provide water, sewer and storm stubs to each new lot prior to recording of the plat. 5. Separate permit and fees will be required for the water meter installation, side sewer connection and storm water connection. Fire & Emergency Services: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300 -feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 pgm. Existing hydrants can be counted toward the requirement as long as they meet current code including 5 -inch Storz fittings. ERC Mitigation Measures, Advisory Notes, and Conditions of Approval Page 3 of 4 2. Fire department apparatus access roadways are required to be 20 -feet minimum pavement width. Property Services: See attached memo from Bob MacOnie, Property Services (Exhibit 10) CONDITIONS OF APPROVAL: 1. The applicant shall comply with the mitigation measure issued as part of the Determination of Non -Significance Mitigated, dated March 25, 2013. 2. The applicant shall apply for and complete demolition of the existing accessory structures on the subject site and complete a final inspection prior to short plat recording. 3. The applicant shall provide the building coverage and impervious surface coverage percentages for proposed Lot 2 for review and approval prior to Short Plat recording. 4. A final detailed landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit issuance. The final landscape plan shall include but is not limited to the following: a. A 10 -foot wide on-site landscaping strip along the frontage of Morris Avenue S. b. Two trees in the front yard of each lot, broadleaf trees planted in residential zones must be a minimum of one and one-half inches (1.5") and conifer trees at the time of planting must be fully branched and a minimum of six feet (6') in height. c. An irrigation plan or 100 percent drought tolerant plantings. 5. The applicant shall place a covenant on the face of the short plat addressing maintenance responsibilities of the storm drainage facilities. 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T^� f 7 m.p so. - � g �c n A r, p❑ r � r fl. � H T� [*7 73 �� oa �. c c�ii O— G n rJ= �" %o 3 rrc CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: April 23, 2013 To: City Clerk's Office From: Stacy M Tucker Subiect: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: Jassen Short Plat LUA (file) Number: LUA-12-045, ECF, SHPL-A Cross -References: AKA's: Project Manager: Vanessa Dolbee Acceptance Date: June 19, 2012 Applicant: Larry Jassen Owner: Daniel Jassen & Brak Levy Contact: Terry Wilson, Barghausen Consulting Engineers PID Number: 7222000339 ERC Decision Date: March 25, 2013 ERC Appeal Date: April 12, 2013 Administrative Approval: March 27, 2013 Appeal Period Ends: April 12, 2013 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: The applicant is requesting SEPA Environmental Review and Short Plat approval for the subdivision of a 27,035 square foot lot into three lots resulting in a density of 4.9 units per acre. Location: 1719 Morris Avenue S Comments: Deni v Law C141 April 16, 2013 Department of Community and Economic Development C.E."Chip"Vincent Administrator Terry Wilson Barghausen Consulting Engineers 18215 72nd Avenue S Kent, WA 98032 SUBJECT: Jassen Short Plat LUA12-045, ECF, SHPL-A Dear Mr. Wilson: This letter is to inform you that the appeal period ended April 12, 2013 for the combined Environmental (SEPA) threshold determination and the Administrative Short Plat approval. No appeals were filed, therefore, this decision is final and you may proceed with the next step of the short plat process. The enclosed handout, titled Short Plat Recording, provides detailed information for this process. The enclosed mitigation measures, advisory notes and conditions that were listed as part of the City of Renton Report & Decision dated March 25, 2013 must be satisfied before the short plat can be recorded. In addition, comments received from the Property Services Department in regard to the final plat submittal are also enclosed for your consideration. These comments will guide you in the preparation of the short plat for recording. Furthermore, the Administrative Short Plat decision will expire two (2) years from the date of approval. If you are unable to file for recording within the two-year time -frame, a single one (1) year extension may be requested in writing, pursuant to RMC 4-7-070. For questions regarding filing for recording of your short plat, as well as for submitting revised plans, you may contact Carrie Olson at (425) 430-7235. If you have any questions regarding the report and decision issued for this short plat proposal, please call me at (425) 430-7314. Sincerely, Vanessa Dolbee Senior Planner Enclosure(s) cc: Daniel Jassen & Barak Levy/ Owners Larry Jassen /Applicant Mark Watkins, William Grosz, Bert Richards / Party(ies) of Record Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 . rentonwa_gov DEPARTMENT OF CO,,,,JIUNITY cJtyOf AND ECONOMIC DEVELOPMENT D QO r_-. DETERMINATION OF NON -SIGNIFICANCE -MITIGATED (DNSM) MITIGATION MEASURES, ADVISORY NOTES, AND CONDITIONS OF APPROVAL APPLICATION NO(S): APPLICANT: PROJECT NAME: LUA12-045, ECF, SHPL-A Larry Jassen Jassen Short Plat DESCRIPTION OF PROPOSAL: The applicant is requesting SEPA Environmental Review and Short Plat approval for the subdivision of a 27,035 square foot lot into three lots resulting in a density of 4.9 units per acre. LOCATION OF PROPOSAL: 1719 Morris Avenue S LEAD AGENCY: City of Renton Environmental Review Committee Department of Community & Economic Development MITIGATION MEASURES: 1. The applicant shall comply with the recommendations included in the Geotechnical Evaluation and the Coal Mine Hazard Assessment both prepared by Associated Earth Sciences Inc., dated January 9, 2007 and January 27, 2006 respectively and the Coal Mine Hazard Evaluation, prepared by Terra Associates, Inc., dated February 25, 2013. ADIVISORY NOTES: The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process far the land use actions. Planning: 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi -family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (5:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 4. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. 5. The applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING -- Protected Trees" or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. 6. A demolition permit is required for the removal of the Accessory Dwelling Unit. Upon completion of the demolition an inspection is required prior to short plat recording. Plan Review - Water: 1. System development fees for water are based on the size of the new domestic water meters that will serve the new homes on each new lot. Fee for 3/ -inch water meter install is $2,236.00. The existing home at 1719 — Morris Ave S. is served by a %-inch water meter connected to the water main in Morris Ave S. Credit will be given for the existing home. 2. Fee for a Y. -inch meter installed by the City is $2,260.00. 3. All new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of the structures. There are fire hydrants in the vicinity that may be counted towards the fire protection of this project, but are subject to verification for being within 300 feet of the nearest corner of the buildings and are subject to Fire Department approval. A Storz "Quick Connect" fitting will be required to be retrofitted on any existing hydrant approved to serve the site. Plan Review —Sanitary Sewer: 1. System Development fees for sewer are based on the size of the new domestic water meters to serve the new homes on each new lot. The sewer fee for a %- inch water meter install is $1,591.00 per lot. Fee Credit will be given for the existing home if connected to sewer. Fees are payable prior to issuance of the construction permit. ERC Mitigation Measures, Advisory Notes, and Conditions of Approval Page 2 of 4 Plan Review—Storm Drainage: 1. There is no improved drainage conveyance system in the Morris Ave S. 2. A drainage plan and drainage report has been submitted with the site plan application. The report addresses compliance with 2009 King County Surface Water. The short plat is subject to Appendix C, Small Site Drainage Review. The engineer has noted that the soils will not support 100% infiltration. Basic dispersion trenches are proposed for each lot to collect roof runoff. 3. A Construction Stormwater Permit from Department of Ecology is required if clearing and grading of the site exceeds one acre. 4. Surface water system development fee is $1,012.00 per new lot. Fees are payable prior to issuance of the construction permit. Credit will be given for the existing home. Plan Review—Street Improvements: 1. Transportation impact fees of $1,435.50 will be assessed or fees as required by code. Credit has been given for the existing home. The rate is $75.00 x 9.57 trips 2 new lots. 2. The maximum width of a single loaded garage driveway shall not exceed nine feet (9') and double -loaded garage driveway shall not exceed sixteen feet (16'). 3. Paving and trench restoration will comply with the City's Trench Restoration and Overlay Requirements. 4. Street lighting is not required for this short plat. Plan Review —General:. 2. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 3. When the utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, permit application and an itemized cost of construction estimate and application fee at the counter on the sixth floor. 4. All subdivisions shall provide water, sewer and storm stubs to each new lot prior to recording of the plat. S. Separate permit and fees will be required for the water meter installation, side sewer connection and storm water connection. Fire & Emergency Services: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300 -feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 pgm. Existing hydrants can be counted toward the requirement as long as they meet current code including 5 -inch storz fittings. ERC Mitigation Measures, Advisory Notes, and Conditions of Approval Page 3 of 4 2. Fire department apparatus access roadways are required to be 20 -feet minimum pavement width. Property Services: See attached memo from Bob MacOnie, Property Services (Exhibit 10) CONDITIONS OF APPROVAL: 1. The applicant shall comply with the mitigation measure issued as part of the Determination of Non -Significance Mitigated, dated March 25, 2013. 2. The applicant shall apply for and complete demolition of the existing accessory structures on the subject site and complete a final inspection prior to short plat recording. 3. The applicant shall provide the building coverage and impervious surface coverage percentages for proposed Lot 2 for review and approval prior to Short Plat recording. 4. A final detailed landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit issuance. The final landscape plan shall include but is not limited to the following: a. A 10 -foot wide on-site landscaping strip along the frontage of Morris Avenue S. b. Two trees in the front yard of each lot, broadleaf trees planted in residential zones must be a minimum of one and one-half inches (1.5") and conifer trees at the time of planting must be fully branched and a minimum of six feet (6') in height. c. An irrigation plan or 100 percent drought tolerant plantings. 5. The applicant shall place a covenant on the face of the short plat addressing maintenance responsibilities of the storm drainage facilities. ERG Mitigation Measures, Advisory Notes, and Conditions of Approval Page 4 of 4 DEPARTMEN T OF COMMUNITYcityoe AND ECONOMIC DEVELOPMENT p M E M O R A N D U M DATE: June 29, 2012 TO: Vanessa Dolbee FROM: Bob Mac Onie l l SUBJECT: Jassen Short Plat, LUA-12-045-SHPL-A Format and Legal Description Review have reviewed the above referenced preliminary short plat submittal and have the following comments: Information needed for final short plat approval includes the following: Note the City of Renton land use action number and land record number, LUA-12-045- SHPL and LND-20-0572, respectively, on the final short plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. The dedication of right of way for short subdivisions requires a separate Deed of Dedication; provide a space to the recording number of same on the short plat. The Deed of Dedication document includes both a legal description exhibit and a map exhibit of the dedicated parcel. The legal description exhibit should be prepared, stamped, dated and signed by the applicant's surveyor. The surveyor should also prepare the map exhibit. The dedication process requires an updated Plat Certificate dated within 45 days of approval of said dedication. Talk to the Project Manager if there are questions or further information is needed. The Notes on sheet one of two are only necessary for the initial submittal and should be removed for the final submittal. Provide short plat and lot closure calculations. Indicate what has been, or is to be, set at the corners of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. h_lfile sysllnd - land subdivision & surveying recordsllnd-20 - short plats105720assen)\M20629.doe Addressee Name Pave 2 of 2 Date of Memo The lot addresses will be provided by the city as soon as possible. Note said addresses on the short plat drawing. Do note encroachments, if any. Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. Do not include topography and utility infrastructure as they are only part of the initial submittal requirements unless they have a direct influence on the subdivision. Note all easements, covenants and agreements of record on the drawing. Note any relevant researched resources on the short plat submittal. h:liile sysllnd - land subdivision & surveying recordsllnd-20 - short plats105720assen)\r-120629.doe DEPARTMENT OF COMMUNITY 'City Of AND ECONOMIC DEVELOPMENT ENVIRONMENTAL REVIEW COMMITTEE REPORT AND ADMINISTRATIVE SHORT PLAT REPORT & DECISION ERC MEETING DATE: March 25, 2013 Project Name: Jassen Short Plat Owner: Daniel Jassen & Barak Levy, 6215 Hampton Road South, Seattle, WA 98118 Applicant: Larry Jassen, 6215 Hampton Road South, Seattle, WA 98118 Contact: Terry Wilson, Barghausen Consulting Engineers, 18215 72'd Avenue S, Kent, WA 98032 File Number: LUA12-045, ECF, SHPL-A Project Manager: Vanessa Dolbee, Senior Planner Project Summary: The applicant is requesting SEPA Environmental Review and Short Plat approval for the subdivision of a 27,035 square foot lot into three lots resulting in a density of 4.9 units per acre. The subject site is located at 1719 Morris Avenue South and is zoned Residential 8 (R-8) units per net acre. The site currently contains a single family home, an accessory dwelling unit and a detached garage. The existing home and accessory dwelling unit is proposed to be maintained on future Lot 2. The lots range in size from 8,050 square feet to 10,280 square feet. The development would gain access from Morris Avenue South in the form of three curb cuts. Twelve trees exist on the site of which 4 are proposed to be retained. The site contains coal mine hazards, as such a geotechnical report has been submitted with the application, A 4 -foot right-of- way dedication is required, however, no street frontage improvements are proposed. Project Location: 1719 Morris Avenue S Exist. Bldg. Area SF: 1,620 SF Proposed New Bldg. Area (footprint): N/A Proposed New Bldg. Area (gross): 2,500 SF Site Area: 27,035 SF Total Building Area GSF: 6,620 SF STAFF Staff Recommends that the Environmental Review Committee issue a RECOMMENDATION: Determination of Non -Significance - Mitigated (DNS -M). Project Location Map ERC & Short Plat Repord UA12-045. doc City of Renton Department of Community & Economic Development ERC and Administrative Short Plot Report & Decision JASSEN SHORT PLAT LUA12-045, ECF, SHPL-A Report of March 25, 2013 Page 2 of 14 PART ONE: PROJECT DESCRIPTION / BACKGROUND A. EXHIBITS: Exhibit 1: Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Exhibit 7: Exhibit S: Exhibit 9: Exhibit 10: Exhibit 11: Zoning Map Neighborhood Detail Map Jassen Short Plat Site Improvement and Individual Lot Drainage Plan Temporary Erosion Sedimentation Controls and Tree Plan Street Tree Planting Plan Geotechnical Evaluation prepared by Associated Earth Sciences Inc., dated January 9, 2007, 10 pages Coal Mine Hazard Assessment prepared by Associated Earth Sciences Inc., dated January 27, 2006, 6 pages Waiver for Frontage Improvements Property Services Comments Coal Mine Hazard Evaluation, prepared by Terra Associates, Inc., dated February 25, 2013, 4 pages and 4 figures B. GENERAL INFORMATION: 1. Owner(s) of Record: 2. Zoning Designation: 3. Comprehensive Plan Land Use Designation: 4. Existing Site Use: Daniel Jassen & Barak Levy, 6215 Hampton Road South, Seattle, WA 98118 Residential -8 du/ac (R-8) Residential Single Family (RSF) Single Family Residential 5. Neighborhood Characteristics: a. North: Single Family Residential (R-8 Zone) b. East: Single Family Residential (R-8 Zone) c. South: Single Family Residential (R-8 Zone) d. West: Single Family Residential (R-8 Zone) 6. Access: 7. Site Area: C. HISTORICAL/BACKGROUND: Action Land Use File No. Comprehensive Plan N/A ERC & Short Plat ReportLUA12-045.doc All lots would access directly off of Morris Ave. S. 27,035 SF Ordinance No. 5100 Date 11/01/2004 City of Renton Department of Commun Economic Development ERC and Ad, trative Short Plat Report & Decision JASSEN SHORT PLAT LUA12-045, ECF, SHPL-A Report of March 25, 2013 Page 3 of 14 Zoning N/A 5100 11/01/2004 Annexation N/A 1547 06/07/1956 Houvener Short Plat LUA07-015 N/A 03/16/2007 (Expired) D. PROJECT NARRATIVE: See Project Summary Above E. PUBLIC SERVICES: 1. Utilities a. Water: Water service is provided by the City of Renton. There is an 8 -inch water main in Morris Ave S. The project is located in the 196 water pressure zone and is outside the boundary of the Aquifer Protection Zone. b. Sewer: Sewer service will be provided by the City of Renton. There is an 8 -inch sewer main in Morris Ave S. The existing home at 2208 - Jones Ave NE is connected to sewer. c- Surface/Storm Water: There is no storm conveyance system in Morris Ave S. 2. Streets: There is no existing sidewalk in Morris Ave S. 3. Fire Protection: City of Renton Fire Department PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21C.240, the following environmental (SEPA) review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. ENVIRONMENTAL THRESHOLD RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials: Issue a DNS -M with a 14 -day Appeal Period. B. MITIGATION MEASURES 1. The applicant shall comply with the recommendations included in the Geotechnical Evaluation and the Coal Mine Hazard Assessment both prepared by Associated Earth Sciences Inc., dated January 9, 2007 and January 27, 2006 respectively and the Coal Mine Hazard Evaluation, prepared by Terra Associates, Inc., dated February 25, 2013. C. ENVIRONMENTAL IMPACTS The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: 1. Earth ERC & Short Plat ReportL UA 12-045. doc City of Renton Deportment of Community & Economic Development ERC and Administrative Short Plat Report & Decision JASSEN SNORT FLAT LUA12-045, ECF, SHPL-A Report of March 25, 2013 Page 4 of 14 Impacts: The subject site is relatively flat with a total elevation change across the property of 4 feet. The site is identified as being located in both a moderate and high coal mine hazard area. As such the applicant submitted a Geotechnical Evaluation prepared by Associated Earth Sciences Inc., dated January 9, 2007, a Coal Mine hazard Assessment, also prepared by Associated Earth Sciences, Inc., dated January 27, 2006 and a Coal Mine hazard Evaluation, prepared by Terra Associates, Inc., dated February 25, 2013. The Geotechnical Evaluation identified the site's soils as generally fine sand with gravel overlying weathered bedrock. The report concluded that from a geotechnical standpoint the parcel is suitable for the proposed development; however, the soils on site are not feasible for on-site infiltration of the project -generated stormwater. The provided Coal Mine Hazard Assessment and Hazard Evaluation identified the property as being underlain by the Old Patton Mine. The Patton Mine was opened in 1872 and has three main coal seams; one 17 feet thick, the second 13 feet thick and the third 11 feet thick. In the vicinity of the subject site the coal seams were gently inclined to the south-southeast at a dip of approximately 7 to 10 degrees. However, the Coal Mine Assessment continues to state that the records of the Patton Mine are scarce and details of the workings are unknown. The records do not indicate which seams of the Renton Coal Beds were being mined at the Patton Mine. Associated Earth Sciences, Inc. makes some assumptions about which coal seams may have been mined and concludes that it is likely that the mine workings are within a depth of 255 feet from the surface since the entry was a slope located on the seam that outcropped on the hillside to the north. The report concludes that the site would be classified as a High Coal Mine Hazard Area according to Renton Municipal Code. The Geologist who prepared the Coal Mine Hazard Assessment conducted a field reconnaissance; during which Associated Earth Sciences did not identify any surface features indicative of mine openings, settlement, or subsidence on the subject site or surrounding sites. However, they conclude that due to the low dip angle of the seams, it is likely that the workings occur at relatively shallow depth beneath the site and that the age of the workings suggests that if the mine was prone to subsidence manifested by surface settlement, such settlement would have occurred by the present time. Moreover, the Associated Earth Sciences report concluded that the proposed development would not increase the threat of settlement or subsidence on the adjacent properties beyond pre -development conditions; would not adversely impact other critical areas; and the proposed development can be safely accommodated on the site. The report offered suggested mitigation for prevention of future mine -related settlement or subsidence. As such, staff recommends as a mitigation measure that the applicant comply with the recommendations included in both the Geological Evaluation and the Coal Mine Hazard Assessment. However, the report finally concludes that it must be understood that, unless the abandoned mine workings are properly closed and filled, there will always be some risk of mine -related settlement or subsidence at the site. Due to the conclusions of potential subsidence in the Associated Earth Sciences report, the applicant prepared a Coal Mine Hazard Evaluation which included a subsurface exploration consisting of drilling a 100 -foot test boring. In addition to completing further analysis of available literature documenting historical mining activities. Terra Associates, identified one incident of surface subsidence related to coal mining activities from the Patton Mine, located at 320 South 19th Ave., approximately 650 feet southwest and down gradient from the subject site. The surface subsidence activities at 320 South 19th Ave., were investigated by Morrison-Knudsen who concluded the settlement was not related to ERC & Short Plot ReportLUA12-D45.doc City of Renton Department of Community & Economic Development ERC and Administrative Short Plat Report & Decision 1ASSEN SHORT PLAT L UA12-045, ECF, SHPL-A Report of March 25, 2013 Page 5 of 14 subsidence or a collapse phenomenon associated with mining activities, but were more likely due to extensive and probably poorly placed fill materials at that location. Terra Associates completed a test boring on February 7, 2013 to investigate the subsurface conditions at the site. The subsurface conditions generally consisted of 10 feet of loose to very dense silty sand with gravel overlying sandstone and siltstone/claystone units. The boring encountered gray siltstone/claystone between depths of 33 feet and 50.1 feet. An observation was made of approximately two inches of black, pulverized coal underlying the siltstone/claystone at a depth of about 50.1 feet. The observed coal layer was only a few inches thick. The report identifies that the boring did not encounter any voids, disturbed materials, or other indications of possible mining activity. Terra Associates concluded that the hazard and associated risk to public health and safety associated with the assumed presence of the Patton Mine workings beneath the site is minimal. Terra Associates observed no surface features that would suggest surface subsidence has occurred or is occurring. The result of the subsurface exploration indicate that the site is underlain primarily by completely weathered sandstone and siltstone/claystone units; geologic units contained no voids, disturbed materials, or other possible indications of mine workings, and finally the test boring did not encounter coal layers having a thickness that typically would be sufficient to warrant mining. Mitigation Measures: The applicant shall comply with the recommendations included in the Geotechnical Evaluation and the Coal Mine Hazard Assessment both prepared by Associated Earth Sciences Inc., dated January 9, 2007 and January 27, 2006 respectively and the Coal Mine Hazard Evaluation, prepared by Terra Associates, Inc., dated February 25, 2013. Nexus: SEPA Environmental Review, RMC 4-3-050 Critical Areas Regulations, RMC 4-4-060 Grading, Excavation and Mining Regulations. D. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Department and Division Reviewers. Where applicable, their comments have been incorporated into the text of this report and/or "Advisory Notes to Applicant." ✓ Copies of all Review Comments are contained in the Official File and may be attached to this report. PART THREE: ADMINISTRATIVE SHORT PLAT REVIEW A. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts a. Section 4-2-020: Purpose and Intent of Zoning Districts b. Section 4-2-070: Zoning Use Table c. Section 4-2-110: Residential Development Standards 2. Chapter 3 Environmental Regulations and Overlay Districts a. Section 4-3-050 Critical Areas Regulations 3. Chapter 4 Property Development Standards a. Section 4-4-030: Development Guidelines and Regulations 4. Chapter 6 Streets and Utility Standards a. Section 4-6-060: Street Standards FRC & Short Plat ReportLUA12-045.doc City of Renton Department of Community & Economic Development FRC and Administrative Short Plat Report & Decision JASSEN SHORT PLAT LUA12-045, ECF, SHPL-A Report of March 25, 2013 Page 6 of 14 5. Chapter 7 Subdivision Regulations a. Section 4-7-070: Detailed Procedures for Short Subdivisions b. Section 4-7-120: Compatibility with Existing Land Use and Pian — General Requirements and Minimum Standards c. Section 4-7-150: Streets — General Requirements and Minimum Standards d. Section 4-7-170: Residential Lots — General Requirements and Minimum Standards S. Chapter 9 Procedures and Review Criteria 6. Chapter 11 Definitions B. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element: Residential Single Family (RSF) land use designation 2. Community Design Element 3. Environmental Element C. FINDINGS OF FACT: 1. The applicant is requesting a preliminary short plat in order to subdivide a 27,035 square foot site into 3 single family lots. The proposal would result in a density of 4.90 du/ac. 2. The proposed plat would be located at 1719 Morris Avenue South. 3. The property is in the Residential Single Family (RSF) Comprehensive Plan land use designation and the Residential 8 (R-8) zoning designation. 4. Prior to the short plat application the applicant requested a waiver of the street frontage improvements. On April 6, 2012 the Development Services Director approved the request to waive the installation of curb, gutter, sidewalk and planter strip fronting on Morris Avenue South, however the right-of-way dedication was not waived (Exhibit 9). 5. The proposed subdivision would result in 3 lots ranging in lot size from 8,050 square feet to 10,280 square feet. 6. The followine table is proposed dimensions for Lots 1-3: As Proposed Net Lot Size Width Depth Lot 1 8,050 SF 50.00 feet 161.00 feet Lot 2 10,280 SF 63.85 feet 161.00 feet Lot 3 8,050 SF 50.00 feet 161.00 feet 7. Access to all lots would be from Morris Avenue S. 8. Topographically the site is relatively flat. Based on the Geotechnical Evaluation, the total topographic relief across the parcel is on the order of 4 feet. 9. A tree inventory indicates a total of 12 trees on the site, of which 4 trees are proposed to remain following development (Exhibit 5). ERC & Short Plat ReportLUA12-045_doc City of Renton Department of Community & Economic Development FRC and Administrative Short Plot Report & Decision JASSEN SHORT PLAT LUA12-045, ECF, SHPL-A Report of March 25, 2013 Page 7 of 14 10. The conceptual landscape plan submitted with the application includes the installation of one tree in the front yards of each lot (Exhibit 6). No other vegetation is proposed. 11. The site is located within a High and Moderate Coal Mine Hazard Area. There are no other critical areas located on site. 12. Except when located on lands covered by water, short plats are exempt from SEPA Environmental Review pursuant to WAC 197-11-800(6)(a), however pursuant to RMC 4-9-070H, critical areas are not exempt from Environmental Review. As such, the Coal Mine Hazard has been reviewed under SEPA and a Determination of Non -Significance Mitigated was issued on March 25, 2013. 13. A drainage plan and drainage report has been submitted with the short plat application. The report addresses compliance with 2009 King County Surface Water Manual (KCSWM) and City of Renton Amendments to the KCSWM, Chapters 1 and 2. The drainage report proposes onsite dispersion with no public conveyance. The drainage report states that water quality controls can be implemented by collection and dispersed flow to a vegetated flow patch in the back yards of the lots and due to the size of the lots and the existing landscaping, basic dispersion with discharge to a vegetated flow path is proposed as the Flow Control BMP's for the new lots. 14. Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of this report. D. CONCLUSIONS.- SHORT ONCLUSIONS. SHORT PLAT REVIEW CRITERIA: 1. CONFORMANCE WITH THE COMPREHENSIVE PLAN: The site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. Land designated RSF is intended to be used for quality detached residential development organized into neighborhoods at urban densities. It is intended that larger subdivision, infill development, and rehabilitation of existing housing be carefully designed to enhance and improve the quality of single family living environments. The proposal is consistent with the following Comprehensive Plan Land Use and Community Design Element policies if all conditions of approval are complied with: Policy LU -158. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per acre in Residential Single Family Neighborhoods. Policy LU -159. Maximum height of structures should not exceed two (2) stories in single- family residential neighborhoods. Objective CD -C. Promote reinvestment in and upgrade of existing residential neighborhoods through redevelopment of small, underutilized parcels with infill development, modification and alteration of older housing stock, and improvements to streets and sidewalks to increase property values. Policy CD -14. Infill development, defined as new short plats of nine or fewer lots, should be •" encouraged in order to add variety, updated housing stock, and new vitality to neighborhoods. Policy CD -15. Infill development should be reflective of the existing character of established neighborhoods even when designed using different architectural styles, and /or responding to more urban setbacks, height or lot requirements. Infill development should draw on elements of existing development such as placement of structures, vegetation, and location ERC & Short Plot ReportLUA12-045.doe City of Renton Department of Community & Economic Development FRC and Administrative Short Plot Report & Decision JASSEN SHORT PLAT LUA12-045, ECF, SHP[-A Report of March 25, 2013 Page 8 of 14 ERC & Short Plat ReporttUA12-045.doc of entries and walkways, to reflect the site planning and scale of existing areas. ✓ Objective EN -G: Reduce the potential for damage to life and property due to abandoned coal mines, and return this land to productive uses. Policy EN -21. Allow land uses to locate in coal mine hazard areas, provided the hazards are ✓ precisely located and all significant hazards associated with the mines are eliminated, making the site as safe as a site which has not been previously mined. 2. COMPLIANCE WITH THE UNDERLYING ZONING DESIGNATION: The subject site is designated Residential — 8 dwelling units per acre (R-8) on the City of Renton Zoning Map (Exhibit 1). RMC 4-2-110A provides development standards for development within the R-8 zoning classification. The proposal is consistent with the following development standards if all conditions of approval are complied with: Density: The maximum density permitted in the R-8 zone is 8.0 dwelling units per net acre. Net density is calculated after the deduction of critical areas, areas intended for public right- of-way, and private access easements. Calculations for minimum or maximum density which result in a fraction that is 0.50 or greater shall be rounded up to the nearest whole number. Those density calculations resulting in a fraction that is less than 0.50 shall be ✓ rounded down to the nearest whole number. Accessory dwelling units shall not be included in density calculations. Staff Comment: After subtracting approximately 656 square feet for required dedication; the net square footage is 26,379 square feet (0.6.1 net acres). The three -lot proposal would arrive at a net density of 4.90 dwelling units per acre (3 lot5/0.61 acres = 4.90 du/ac), which falls within the permitted density range for the R-8 zone. Lot Dimensions: The minimum lot size permitted in the R-8 zoning designation is 5,000 square feet. A minimum lot width of 50 feet is required for interior lots and 60 feet for ✓ corner lots. Lot depth is required to be a minimum of 65 feet. Staff Comment: As demonstrated in the table above (finding of fact #6), all lots meet the requirements for minimum lot size, depth, and width. Setbacks: In the R-8 zone, the required minimum front yard setback is 15 feet; side yard setback is 5 feet or 15 feet along a street and the rear yard setback is 20 feet. Staff Comment: Under existing conditions, the site contains a single family home, an accessory dwelling unit (ADU) and accessory structures. The applicant has indicated that the existing home and ADU would remain on proposed Lot 2_ The accessory structures would be ✓ demolished. The demolition of these structures shall be completed prior to short plat recording to ensure there are no encroachments on the required setback associated with the new lot lines. The existing home and ADU would meet the setback requirements of the R-8 zone. The proposed lots appear to contain adequate area to provide ail the required setback areas. Compliance with building setback requirements would be reviewed at the time of building permit review. Building Standards: The R-8 zone permits one single family residential structure per lot. Accessory structures are permitted at a maximum number of two per lot with a maximum size of 720 square feet each, or a maximum of one per lot with a maximum of 1,000 square feet. Accessory structures are permitted only when associated with a primary structure Partial located on the same parcel of land. Compliance Building height in the R-8 zone is limited to 30 feet and accessory structures are limited to a maximum of 15 feet. Maximum building coverage is 35 percent or 2,500 square feet, whichever is greater, for lots larger than 5,000 square feet in area. The maximum impervious surface coverage is 75 percent ERC & Short Plat ReporttUA12-045.doc City of Renton Department of Community & Economic Development ERC and Administrative Short Plot Report & Decision JASSEN SHORT PLAT LUA22-045, ECF, SHPL-A Report of March 25, 2013 Page 9 of 14 ERC & Short Plat ReportLUA12-045.doc Staff Comment: The existing single family home and ADU proposed to remain on Lot 2 are currently developed; as such compliance with the maximum height standards cannot be reviewed_ Furthermore, the existing ADU was constructed in 1912 establishing its existence prior to the city's regulations to receive a Conditional Use Permit for an ADU. Therefore, the ADU can remain on proposed Lot 2 as an accessory to the primary residence. The existing structures to remain on proposed Lot 2 shall be in compliance with the building standards (maximum building coverage and impervious surface coverage) for the R-8 zone upon completion of the Short Plat. Based on the maximum requirements for building coverage, 35 percent of proposed Lot 2 would be 3,598 square feet. The maximum impervious surface coverage permitted would be 7,710 square feet. However, not enough information was provided with the application to determine compliance with both maximum building coverage and impervious surface coverage. As such, staff recommends a condition of approval that the applicant provide the building coverage and impervious surface coverage percentages for proposed Lot 2 for review and approval prior to Short Plat recording. The building standards for the proposed lots would be verified at the time of building permit review. Landscaping: Ten feet of on -Site landscaping is required along all public street frontages, with the exception of areas for required walkways and driveways. Two trees are required in the front yard of each lot if street trees are not provided. Staff Comment: As proposed, the conceptual landscape plan does not comply with the 10 - foot wide on-site landscape requirement. Under existing conditions, the subject site is landscaped in part and forested in part. The existing landscaping would not meet the current Not code standards for the 10 foot landscape strip. Based on the provided landscape plan, one Compliant ,autumn Blaze Pear tree is proposed to be planted in the front yard of each lot. No other landscaping is proposed. Staff recommends that the applicant submit a revised landscape plan, depicting a 10 foot wide on-site landscape strip along the frontage of Morris Avenue South. The final detailed landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to Short Plat recording. Parking: Each unit is required to accommodate off street parking for a minimum of two vehicles. Staff Comment: Sufficient area exists, on each lot, to accommodate off street parking for a minimum of two vehicles. 3. DESIGN STANDARDS: RMC 4-2-115 provides residential and open space standards for development within the R -S zoning classification. The proposal is consistent with the following design standard: Lot Configuration: One of the Following is required: Lot width variation of 10 feet minimum of one per four abutting street fronting lots, or ✓ Minimum of four lot sizes (minimum of 400 gross square feet size difference), or A front yard setback variation of at least five feet minimum for at least every four abutting street fronting lots. 4. COMMUNITY ASSETS: The proposal is consistent with the following community asset requirements if all conditions of approval are complied with: Tree Retention: RMC 4-4-130 requires thirty percent of the trees shall be retained in a residential development in the R -S zone. V Staff Comment: There are 12 significant trees located on the subject site. The applicant has proposed to retain 4 trees, which is the minimum necessary to meet the retention standards. Additionally, trees are required to be planted in the front yard to substitute for street trees. 5. COMPLIANCE WITH SUBDIVISION REGULATIONS: RMC 4-7 Provides review criteria for the subdivisions. ERC & Short Plat ReportLUA12-045.doc City of Renton Department of Community & Economic Development ERC and Administrative Short Plat Report & Decision JASSL=N SHORT PLAT LUA12-045, FCF, SHPL-A Report of March 25, 2013 Page 10 of 14 The proposal is consistent with the following subdivision regulations if all conditions of approval are complied with: Access: Each lot must have access to a public street or road. Access may be by private access easement street per the requirements of the street standards. N/A Blocks: Blacks shall be deep enough to allow two tiers of lots. Streets: The proposed street system shall extend and create connections between existing streets per the Street Standards outlined in RMC 4-6-060 Street Standards. Existing right-of- way width in Morris Ave S is 45 feet. This street has been identified as a Residential Access Street. To meet the City's new complete street standards, dedication of 4 -feet of right-of- way will be required along the project frontage in Morris Ave. S. Street improvements fronting this site will include 26 feet of pavement from the centerline, an 8 -foot planter strip and 5 -foot sidewalk, curb and gutter. However, a street modification was requested by the applicant to waive the street frontage improvements. This modification request was granted on April 6, 2012 (Exhibit 9). ✓ Staff Comment: Prior to the application, the applicant submitted a request for waiver of frontage improvements. Morris Avenue S currently does not have frontage improvements in the vicinity of the project. A street modification was approved to waive the required frontage improvements on April 6, 2012 (Exhibit 9); however, the required right-of-way dedication was not waived. Therefore, 4 -feet of right-of-way would be dedicated along the entire frontage of the site. The proposed short plat is also anticipated to generate additional traffic on the City's street system. In order to mitigate transportation impacts the applicant shall pay a Transportation Impact Fee. The fee is determined by the Renton Municipal Code and shall be payable to the City prior to building permit issuance. 6. AVAILABILITY AND IMPACT ON PUBLIC SERVICES: Police and Fire: Sufficient resources exist to furnish services to the proposed development; subject to the condition that the applicant provides Code required improvements and fees. The fire impact fee, is determined by the Renton Municipal Code and is payable prior to building permit issuance. Schools: It is anticipated that the Renton School District can accommodate any additional students generated by this proposal at the following schools: Talbot Hill Elementary, Dimmitt Middle School, and Renton High School. A School Impact Fee, based on new single- family lots, will be required in order to mitigate the proposal's potential impacts to Renton School District. The fee is payable to the City as specified by the Renton Municipal Code. Currently the fee is assessed at $6,392.00 per lot and shall be paid at building permit issuance. Storm Water: A drainage plan and drainage report has been submitted with the short plat application. The report addresses compliance with 2009 King County Surface Water Manual (KCSWM) and City of Renton Amendments to the KCSWM, Chapters 1 and 2. The drainage report proposes onsite dispersion with no public conveyance. The drainage report states that water quality controls can be implemented by collection and dispersed flow to a ✓ vegetated flow patch in the back yards of the lots and due to the size of the lots and the existing landscaping, basic dispersion with discharge to a vegetated flow path is proposed as the Flow Control BMP's for the new lots. The provided Geotechnical report from Associated Earth Sciences, Inc. dated January 9, 2007 identified the soils as bedrock with sandstone, which does not support on-site infiltration. In order to ensure the proposed dispersion flow area is maintained in the future staff recommends a condition of approval that a covenant for stromwater drainage flow control facilities be recorded with the Short Plat. ERC & Short Plat ReportLUA12-045.doc City of Renton Department of Community & Economic Development ERC and Administrative Short Plat Report & Decision JASSEN SNORT PLAT LU_Al2-045, ECF, SHPL-A Report of March 25, 2013 Page 11 of 14 ✓ Water and Sanitary Sewer: Water and Sanitary Sewer services are provided by the City of Renton. Six inch sewer stubs shall be provided to each new lot and separate water meters shall be provided to each new lot in Morris Ave S. ✓ Parks: Sufficient resources exist to provide services to the proposed development subject to the condition that the applicant provides Code required fees_ The park impact fee is determined by the Renton Municipal Code and is payable prior to building permit issuance. E. DECISION: The Jassen Short Plat, File No. LUA12-045, ECF, SHPL-A, is approved and is subject to the following conditions: 1. The applicant shall comply with the mitigation measure issued as part of the Determination of Non - Significance Mitigated, dated March 2S, 2013. 2. The applicant shall apply for and complete demolition of the existing accessory structures on the subject site and complete a final inspection prior to short plat recording. 3. The applicant shall provide the building coverage and impervious surface coverage percentages for proposed Lot 2 for review and approval prior to Short Plat recording. 4. A final detailed landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit issuance. The final landscape plan shall include but is not limited to the following: a. A 10 -foot wide on-site landscaping strip along the frontage of Morris Avenue S. b. Two trees in the front yard of each lot, broadleaf trees planted in residential zones must be a minimum of one and one-half inches (1.5") and conifer trees at the time of planting must be fully branched and a minimum of six feet (6') in height. c. An irrigation plan or 100 percent drought tolerant plantings_ 5. The applicant shall place a covenant on the face of the short plat addressing maintenance responsibilities of the storm drainage facilities. DATE OF DECISION ON LAND USE ACTION: SIGNATURE:\J r + . C. E. "Chip" Vincent, CED Administrator TRANSMITTED this 25th day of March, 2013 to the Contact/Applicant/Owner(s): Applicant: Larry Jassen 6215 Hampton Road South Seattle, WA 98118 Owner(s): Daniel Jassen & Barak Levy 6215 Hampton Road South Seattle, WA 98118 TRANSMITTED this 25th day of March, 2013 to the Party(ies) of Record: ERC& Short Plat ReportLUA12-045.doc 03/27/13 Date Contact: Terry Wilson Barghausen Consulting Engineers 821572 nd Avenue S Kent, WA 98032 City of Renton Department of Community & Economic development ERC and Administrative Short Plat Report & Decision 1ASSFN SHORT PLAT LUA12-045, ECF, SHPL-A Report of March 25, 2013 Page 12 of 14 William M_ Grosz 1726 Shattuck Avenue 5 Renton, WA 98055 Bert G. Richards 1705 Morris Avenue 5 Renton, WA 98055 TRANSMITTED this 25th day of March, 2013 to the following_ Neil Watts, Development Services Director Koyren Kittrick, Development Services Jan Conklin, Development Services Carrie Olson, Development Services Fire Marshal Jennifer Henning, Current Planning Manager Renton Reporter Mary Watkins 1719 Morris Avenue S, Unit A Renton, WA 98055 F. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXPIRATION The administrative land use decision will become final if the decision is not appealed within 14 days of the decision date. APPEAL: This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on April 12, 2013. An appeal of the decision(s) must be filed within the 14 -day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). Renton Municipal Code Section 4-8-110.6 governs appeals to the Hearing Examiner. Appeals must be filed in writing together with the required fee to Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall - 7th Floor, (425) 430-6510. RECONSIDERATION: Within 14 days of the decision date, any party may request that the decision be reopened by the Administrator (Decision -maker). The Administrator (Decision -maker) may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the Administrator (Decision -maker) finds sufficient evidence to amend the original decision, there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the 14 -day appeal time frame. EXPIRATION: The Administrative Short Plat decision will expire two (2) years from the date of decision. A single one (1) year extension may be requested pursuant to RMC 4-7-070.M. THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex parte (private one -on -ane) communications may occur concerning the land use decision. The Doctrine applies not only to the initial decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval date must be made in writing through the Hearing Examiner. All communications are public record and this permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the appeal by the Court. ERC & Short Plat ReportLUA12-045.doc City of Renton Department of Communi Economic Development Envirc ntol Review Committee Report 1ASSENSHORT PLAT LUA12-045, ECF, SHPL-A Report of Error! Reference source not found. Page 13 of 14 ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. Planning: 1. RMC section 4-4-030.0.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi -family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (5:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 4. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. 5. The applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING — Protected Trees" or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. 6. A demolition permit is required for the removal of the Accessory Dwelling Unit. Upon completion of the demolition an inspection is required prior to short plat recording. Plan Review - Water: 1. System development fees for water are based on the size of the new domestic water meters that will serve the new homes on each new lot. Fee for -/-inch water meter install is $2,236.00. The existing home at 1719 — Morris Ave S. is served by a %-inch water meter connected to the water main in Morris Ave S. Credit will be given for the existing home. 2. Fee for a %-inch meter installed by the City is $2,260.00. 3. All new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of the structures. There are fire hydrants in the vicinity that may be counted towards the fire protection of this project, but are subject to verification for being within 300 feet of the nearest corner of the buildings and are subject to Fire Department approval. A Storz "Quick Connect" fitting will be required to be retrofitted on any existing hydrant approved to serve the site. Plan Review —Sanitary Sewer. 1. System Development fees for sewer are based on the size of the new domestic water meters to serve the new homes on each new lot. The sewer fee for a %- inch water meter install is $1,591.00 per lot. Fee Credit will be given for the existing home if connected to sewer. Fees are payable prior to issuance of the construction permit. Plan Review —Storm Drainage: 1. There is no improved drainage conveyance system in the Morris Ave S. 2. A drainage plan and drainage report has been submitted with the site plan application. The report ERC & Short Plat ReportLUA12-045.doc City of Renton Department of Communi Economic Development ERC and Ad trative Short Plat Report & Decision JASSEN SHORT PLAT LUA12-045, ECF, SHPL-A Report of March 25, 2013 Page 14 of 14 addresses compliance with 2009 King County Surface Water. The short plat is subject to Appendix C, Small Site Drainage Review. The engineer has noted that the soils will not support 100% infiltration_ Basic dispersion trenches are proposed for each lot to collect roof runoff. 3. A Construction Stormwater Permit from Department of Ecology is required if clearing and grading of the site exceeds one acre. 4. Surface water system development fee is $1,012.00 per new lot. Fees are payable prior to issuance of the construction permit. Credit will be given for the existing home. Plan Review—Street improvements: 1. Transportation impact fees of $1,435.50 will be assessed or fees as required by code. Credit has been given for the existing home. The rate is $75.00 x 9.57 trips x 2 new lots. 2. The maximum width of a single loaded garage driveway shall not exceed nine feet (9') and double -loaded garage driveway shall not exceed sixteen feet (16'). 3. Paving and trench restoration will comply with the City's Trench Restoration and Overlay Requirements. 4. Street lighting is not required for this short plat. Plan Review — General: 2. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 3. When the utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, permit application and an itemized cost of construction estimate and application fee at the counter on the sixth floor. 4. All subdivisions shall provide water, sewer and storm stubs to each new lot prior to recording of the plat. S. Separate permit and fees will be required for the water meter installation, side sewer connection and storm water connection. Fire & Emergency Services: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300 -feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 pgm. Existing hydrants can be counted toward the requirement as long as they meet current code including 5 -inch storz fittings. 2. Fire department apparatus access roadways are required to be 20 -feet minimum pavement width. Property Services: See attached memo from Bob MacOnie, Property Services (Exhibit 10) ERC & Short Plat ReportLUA12-045.doc cit" of t-;- lWf�' N(>TICE OF ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON -SIGNIFICANCE - MITIGATED (DNS•M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROTECT NAME: lessen Short Plat PROTECT NUMBER: LUA12-045, ECT, SHPL-A LOCATION: 1714 Morris Avenue 5 DESCAIPTI The applicant Is [cq..,tlnl SEPA Envhonment l Rer9ew end Short Plat approval }or the subdlvislon of a 27,035 square foot lot into three lots resultlry In a density of 4.9 units per etre. The subject site Is loated at ]719 Monis Avenue South and is Boned ResideMlal B JR -11} units per net mere. The she Lumrntly contains a single family home an accessory dwelling unit and a dateched prage. The ealsting home and accessory dwelling unh h proposed W lot rnainelned on future Lot I. The lots range In eke from WDW squire feet to SD,Iap severe Leet. The 6­nprnent would Wn access from Mortis Avenue South In the term of three curb rads. Twelve trees Geist on the site of y,Rch 4 are proposed to be retained. The she contains vW mine halards as such a geotechnhel report has been suhmittetl tYth the appllcetlon. A 4 -fm d{ht-ofweay dedication as required, hpwr+er, rw sVee[ tron[age Improvements ere proposed. THE CITY OF RENTON ENVIRDNMENTAL REVIEW COMMITTEE IERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed In wilting on or before 5:80 p.m- on April 12, 2013, together with the required tee with: Hearing Eaaminer, City of Renton, 1055 South Grady Way, Renton, WA 9BD57. Appeals to the Egominer are governed by raty of RMC 4$-110 and Information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425} 430-6510. IF THE ENVIRONMENTAL DETERMINATIDN IS APPEALED, A PUBLIC HEARING WILL BE SET AND ALL PARTIES NOTIFIED, FOR FURTHER INFORMATION, PLEASE CCNTACTTHE CITY OF RENTON, DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT AT (425) 430.7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION. CERTIFICATION Ir (!'l(fSJeA.- 06 Lhereby certify that � copies of the above document were posted in 1--3—conspicuous places or nearby the dperibed property on Date:�I 16 Signed: STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that n e S, - l b signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and ourposes mentioned in the instrument. 3 Notary Public iri(and for the State of Washington Notary (Print): My appointment expires: y' ,1 City of i -' 1 r 1 rl OF ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON -SIGNIFICANCE - MITIGATED (DNS -M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Jassen Short Plat PROJECT NUMBER: LUA12-045, ECF, SHPL-A LOCATION: 1719 Morris Avenue S DESCRIPTION: The applicant is requesting SEPA Environmental Review and Short flat approval for the subdivision of a 27,035 square foot lot into three lots resulting in a density of 4.9 units per acre. The subject site is located at 1719 Morris Avenue South and is zoned Residential 8 (R-8) units per net acre. The site currently contains a single family home an accessory dwelling unit and a detached garage. The existing home and accessory dweliing unit Is proposed to be maintained on future Lot 2. The lou range in size from 8,050 square feet to 10,290 square feet. The development would gain access from Morris Avenue South in the form of three curb cuts. Twelve trees exist on the site of which 4 are proposed to be retained. The site contains coal mine hazards as such a geotechnical report has been submitted with the appllcation. A 4 -foot right-of-way dedication is required, however, no street frontage improvements are proposed. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on April 12, 2013, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of RMC 4-8-110 and information regarding the appeal process may be obtained from the Renton City Cleric's Office, (425) 430-6510. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, A PUBLIC HEARING WILL BE SET AND ALL PARTIES NOTIFIED. FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION. Denis Law - Mayor City Of,..,�. ` �J March 27, 2013 Department of Community and Economic Development C.E."Chip"Vincent, Administrator Terry Wilson Barghausen Consulting Engineers 18215 72nd Avenue 5 Kent, WA 98032 SUBJECT: ENVIRONMENTAL (SEPA) THRESHOLD DETERMINATION Jassen Short Plat, LUA12-045, ECF, SHPL-A Dear Mr. Wilson: This letter is written on behalf of the Environmental Review Committee (ERC) to advise you that they have completed their review of the subject project and have issued a threshold Determination of Non -Significance -Mitigated with Mitigation Measures.- Please refer to the enclosed ERC Report, for a list of the Mitigation Measures. Appeals of the environmental determination must be filed in writing Qn or before 5;00 p.m, on April 12,2013; together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and information regarding the appeal process may be obtained from the City Clerk's Office, (425) 430-6510. If the Environmental Determination is appealed, a public hearing date will be set and all parties notified. If you have any further questions, -please call me at.(425) 430-7314. For the Environmental Review Committee, n D 01 &_ Vanessa Dolbee Senior Planner Enclosure cc: Daniel Jassen & Barak Levy/.Qwner(s) Larry Jassen / Applicant Mary Watkins, William M. Grosz, Bert G. Richards / ?arty(ies) of Record Renton City Hall : 1655 South Grady Way - Renton,Washington 98057 • rentonwa.gov Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: ENVIRONMENTAL (SEPA) THRESHOLD DETERMINATION Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on March 25, 2013: SEPA DETERMINATION: Determination of Non -Significance Mitigated (DNSM) PROJECT NAME: Jassen Short Plat PROJECT NUMBER: LUA12-045, ECF, SHPL-A Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on April 12, 2013, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and information regarding the appeal process may be obtained from the City Clerk's Office, (425) 430-5510. Please refer to the enclosed Notice of Environmental Determination for complete details. If you have questions, please call me at (425) 430-7314. For the Environmental Review Committee, lb , , Vanessa Dolbee Senior Planner Enclosure cc: King County Wastewater Treatment Division Ramin Pazooki, WSDOT, NW Region Boyd Powers, Department of Natural Resources Larry Fisher, WDFW Karen Walter, Fisheries, Muckleshoot Indian Tribe Duwamish Tribal Office Melissa Calvert, Muckleshoot Cultural Resources Program US Army Corp. of Engineers Gretchen Kaehler, Office of Archaeology & Historic Preservation Renton City Hall 0 1055 south Grady Way • Renton, Washington 98057 0 rentonwa.gov DEPARTMENT OF COMMUNITY..C-i ADMINISTRATIVE °f ERC MEETING DATE: AND ECONOMIC DEVELOPMENT --- - --A- American Legend Renovations & Auction Center ENVIRONMENTAL REVIEW COMMITTEE REPORT AND ADMINISTRATIVE SITE DEVELOPMENT PLAN REPORT & DECISION ERC MEETING DATE: March 25, 2013 Project Name: American Legend Renovations & Auction Center Owner: American Legend Cooperative; 200 SW 34th St; Renton, WA 98057 Applicant/Contact: Melanie Pakingan; Studio Meng Strazzara; 2001 Western Ave, Suite 200; Seattle, WA 98121 File Number: LUA13-000205, ECF, SA -A Project Manager: Rocale Timmons, Senior Planner Project Summary: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan +�. Development Review in order to construct a two-story 9,400 square foot office addition to an existing warehouse occupied by American Legend. The existing warehouse is . approximately 200,000 square feet in size. The applicant is proposing the expansion primarily along the western facade in addition to the reconfiguration of interior space to accommodate future needs for the same use. The subject property is located between SW 34th St and SW 29th St just west of East Valley Rd, at 200 SW 34th St. The project site consists of two parcels totaling 9.11 acres in area and is located within the Heavy Industrial (IH) zone. There are no critical areas on site. Pro ocation: 200 SW 34th Street Site Area: 396,839 SF (9.11 acres) STAFF Staff Recommends that the Environmental Review Committee issue a Determination RECOMMENDATION: of Non -Significance, Mitigated (DNS -M). 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JINVi NlYFI] ,9 D O ,Sq Y'S1 {I S 3�(i.B7x ION } o o � � is 15 Go �q w � =� 94; s a otli SS Yl 5 )dated Earth S deuces, f ic. ify of Renton �'ianrnin-Q DiviSfon January 9, 2007 JUN - Project No. KE05874A Mr. Paul Houvener P.O. Box 13155 Mill Creek, Washington 98082 Subject: Geotechnical Evaluation 1719 Morris Avenue South Renton, Washington Mr. Houvener: This letter -report presents the results 'of Associated Earth Sciences, Inc.'s (AESI's) subsurface exploration and geotechnical assessment for the property located at 1719 Morris Avenue South in Renton, Washington (Figure 1). The approximate locations of the explorations accomplished for this study are presented on the Site and Exploration Plan, Figure 2. If any changes in the nature, design, or location of the structure are planned, the conclusions and recommendations in this letter -report should be reviewed and modified, or verified, as necessary. The purpose of this evaluation was to provide subsurface data and design recommendations for the on-site infiltration of storm- water and general geotechnical recommendations regarding site development. This evaluation included a review of available geologic literature, excavation of exploration pits, drilling hand -auger borings, 'and performing geologic studies to assess the type, thickness, distribution and physical properties of the subsurface sediments and shallow ground water conditions. A previous report prepared by AESI, dated January 27, 2006, addressed the potential Coal Mine Hazard for the subject site. Written authorization to proceed with this evaluation was granted by Mr. Paul Houvener. Our study was accomplished in general accordance with our proposal dated August 7, 2006. This letter -report has been prepared for the exclusive use of Mr. Paul Houvener and his agents for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No other warranty, express or implied, is made. Our observations, fundings, and opinions-afe" a means to identify and reduce the inherent risks to the owner. Land office • 911 Ejf&Avenue, Suite 100 • KirkL"4 WA 98033 • P (425) 827-7701 • F [ (425) 827-5424 Everett Office • 2911112 Hewitt Avenue, Suits 2 • E=eM WA 98201 • P J (4.25) 259-0522 • F I (425) 252-3408 www.aesgeo.com w w 2 W Ast, iated Farah. Sdences, It January 27, 2006 Project No. KE05874A Mr. Paul Houvener clo Land Planning Northwest 100 2"' Avenue , Edmonds, Washington 98020 Attention: Mr. Larry Deisher, P.E. Subject: Coal Mine Hazard Assessment 1719 Morris Avenue Renton, Washington Dear Mr. Deisher: Associated Earth Sciences, Inc. (AFSI) is pleased to provide this letter -report presenting the results of our coal mine hazard assessment for the above -referenced site. Authorization to proceed with this study was granted by Mr. Larry Deisher. Our study was based on our visit to the site and accomplished in general accordance with our scope of work letter dated November 21, 2005. This letter -report has been prepared for the exclusive use of the Mr. Paul Houvener, Land Planning Northwest, and their agents for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our letter -report was prepared. No other warranty, express or implied, is made. It must be understood that no recommendations or engineering design can yield a guarantee of stable ground or lack of future settlement or subsidence. Our observations, findings, and opinions are a means to identify and reduce the inherent risks to the owner. INTRODUCTION The proposed project involves subdividing the existing approximately 0.6 -acre parcel for residential redevelopment. The property is Iocated south of the city of Renton on a hill just south of Interstate 405 and east. of State Highway 157 (Figure l). The property is currently occupied by two houses, one built in 1901 and one built in 1912, and a few associated E r ' KirlandOf m • 911 BEAvenue; Suite 100+MMmd, WA 98033 * P f (425) W-7701 • F 1(425) W-5424 Einem Office -7,911 MHmittAvmue, Suite 2 ■ Everett, WA 98201 + P (425)259-0522-F 1 (425)252-3408 www .0DM H m H X W penis Law Mayor April 23, 2012 C1tr Ot Y o ° t Department of Community and Economic Development Alex £ietsch, Administrator _ C't1' ,0f Mr. Larry Jassen �1annit?q .F4—/]ton Windemere Real Estate y D11'tsi�n 3900 East Valley Road, Suite 200 JL1hi Renton, Washington 98057 5 2p11 RE:, WAIVtR REQUEST FOR. FRONTAGE IMPROVEMENTS SD6 JASSEN SHORT PLAT, PRE 11-037 1719 MORRIS AVENUE SOUTH Dear Mr. Jassen: On April 6, 2012, the Development Services Director approved your request to waive the installation of curb, gutter, sidewalk and planter strips fronting the Jassen Short Plat on Morris Avenue South. Right -of -Way dedication is stilf a requirement of the short plat. The waiver request appears to meet review criteria for a partial waiver outlined in Renton Municipal Code (RMC) 4-9-250C. Due to the absence of similar improvements in the vicinity, the waiver is hereby granted as requested for Morris Avenue South. You have 14 days from the date of this letter to appeal the administrative determination in accordance with City code. Appeals are to be filed in writing, with the City Clerk and require a filing fee in the amount of $250.00. Appeals must be filed with the City Clerk before Monday, May 7, 2012 at 5:00 P.M. If you have further questions regarding this waiver, or the process to complete the recording of the short plat, please contact Jan Iilian, Plan Reviewer, at 425-430-7216. Sincerely, Neil Watts, Director Development Services Division cc: vayren wittrick, Envn2erinF,Su erAsor Jan illian, Plan Reviewer Arkta Henninger, Pian Reviewer ;r;rnactrerc —r— rile a RAnrnn. Wachinoton 9$057 o rentonwa_gov 1~ H x W DEPARTMEN T OF COMMUNITY ciiy°f y� AND ECONOMIC DEVELOPMENT eJat( M E M O R A. N D U M DATE: June 29, 2012 TO: Vanessa Dolbee FROM: Bob Mac Onie SUBJECT: Jassen Short Plat, LUA-12-045-SHPL-A Format and Legal Description Review have reviewed the above referenced preliminary short plat submittal and have the following comments: information needed for final short plat approval includes the following: Note the City of Renton land use action number and land record number, LUA-12-045- SHPL and LND-20-0572, respectively, on the final short plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. The dedication of right of way for short subdivisions requires a separate Deed of Dedication; provide a space to the recording number of same on the short plat. The Deed of Dedication document includes both a legal description exhibit and a map exhibit of the dedicated parcel. The legal description exhibit should be prepared, stamped, dated and signed by the applicant's surveyor_ The surveyor should also prepare the map exhibit. The dedication process requires an updated Plat Certificate dated within 45 days of approval of said dedication. Talk to the Project Manager if there are questions or further information is needed. The Notes on sheet one of two are only necessary for the initial submittal and should be removed for the final submittal. Provide short plat and lot closure calculations. Indicate what has been, or is to be, set at the corners of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. hAfile sysllnd - land subdivision & surveying recordsllnd-20 - short plats105720assen)1rv120629_doc C N m H 2 X W Addressee Name Page 2 of 2 Date of Memo The lot addresses will be provided by the city as soon as possible. Note said addresses on the short plat drawing. Do note encroachments, if any. Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. Do not include topography and utility infrastructure as they are only part of the initial submittal requirements unless they have a direct influence on the subdivision. Note all easements, covenants and agreements of record on the drawing. Note any relevant researched resources on the short plat submittal. bAfile sysllnd - land subdivision & surveying records\lnd-20 - short piats105720assen}1rv120629.doc TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Danny Jassen 6215 Hampton Road South Seattle, Washington 98118 Subject: Coal Mine Hazard Evaluation Jassen Property 1719 Morris Avenue South Renton, Washington Dear Mr. Jassen: pity of Renton planning Division FEB 26213 G ECSC SIC D �kof �_ ) L� F i, e - February 25, 2013 Project No. T-6838 As requested, we have conducted a coal mine hazard evaluation for the subject property. Our scope of woric included review of available literature documenting historical mining activities in the Renton, Washington area, a visual reconnaissance of the site, and a subsurface exploration consisting of the drilling of a 100 -foot deep test boring. The results of our field work and our conclusions regarding coal mine hazards at the site are presented in the following sections. BACKGROUND INFORMATION The site is a residential property located west of and adjacent to Morris Avenue South, between the right-of-ways for South 17th Street and South 18th Street, in the Talbot Hill area of Renton, Washington. The site location is sawn on Figure 1.. Ding County property information indicates that the site has been occupied by a residence since at least 1901. Existing. site structures are shown on Figure 2. This general region of Renton is known to have been actively mined for coal in the late 1800s to early 1900s. This site is in the general vicinity of the Patton mine, which was opened in 1872 and abandoned some time prior to 1912. The Patton mine is the Ieast documented of all mines in the Renton area. Available infomation indicates that the Patton. mine consisted of a series of exploratory tunnels, and was never fully developed, possibly because of groundwater and roof support problems. The mine workings are reported to have been confined to a single seven- to eight -degree incline down the dip of one coal stratum, from which mining was attempted along two levels. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 827-7777 • Fax (425) 821-4334 To r H cc U Denis Law — City of Mayor *� J March 25, 2013 Department of Community and Economic Development C.E."Chip"Vincent, Administrator Terry Wilson 8arghausen Consulting Engineers 18215 72nd Avenue S Kent, WA 98032 SUBJECT: "Off Hold" Notice Jassen Short Plat, LUA12-045, ECF, SHPL-A Dear Mr. Wilson Thank you for submitting the additional materials requested in the December 17, 2012 letter from the City, Your project has been taken off hold and the City will continue review of the Jassen Short Plat project. The Short Plat has been rescheduled for ERC on March 25, 2013. If you have any questions, please contact me at (42S) 430-7314. Since ely, Vanessa Dolbee Senior Planner cc: Daniel Jassen, Barak Levy/ Owner(s) Larry.Jassen / Applicant Mr. Grosz, Mr. Richards & Mr. Watkins / Party(ies) of Record Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Danny Jassen 6215 Hampton Road South Seattle, Washington 98118 Subject: Coal Mine Hazard Evaluation Jassen Property 1719 Morris Avenue South Renton, Washington Dear Mr. Jassen: City of Renton Planning Division FEB 2 6 741 February 25, 2013 Project No. T-6838 As requested, we have conducted a coal mine hazard evaluation for the subject property. Our scope of work included review of available literature documenting historical mining activities in the Renton, Washington area, a visual reconnaissance of the site, and a subsurface exploration consisting of the drilling of a 100 -foot deep test boring. The results of our field work and our conclusions regarding coal mine hazards at the site are presented in the following sections. BACKGROUND INFORMATION The site is a residential property located west of and adjacent to Morris Avenue South, between the right-of-ways for South 17th Street and South 18th Street, in the Talbot Hill area of Renton, Washington. The site location is shown on Figure 1. King County property information indicates that the site has been occupied by a residence since at least 1901. Existing site structures are shown on Figure 2. This general region of Renton is known to have been actively mined for coal in the late 1800s to early 1900s. This site is in the general vicinity of the Patton mine, which was opened in 1872 and abandoned some time prior to 1912. The Patton mine is the least documented of all mines in the Renton area. Available information indicates that the Patton mine consisted of a series of exploratory tunnels, and was never fully developed, possibly because of groundwater and roof support problems. The mine workings are reported to have been confined to a single seven- to eight -degree incline down the dip of one coal stratum, from which mining was attempted along two levels. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821-7777 • Fax (425) 821-4334 Mr. Danny Jassen February 25, 2013 The entrance to the mine was located on the eastern side of Morris Avenue South near the approximate right-of- way for South 16th Street, approximately 400 feet north of the site. The approximate location of the mapped Patton mine workings is shown on Figure 3. Review of available records indicates one reported incidence of surface subsidence related to coal mining activities from the Patton mine. This was on property located at 320 South 19th Avenue, approximately 650 feet southwest, and downgradient from the subject site. In 1984, this site was extensively studied by the Morrison- Knudsen Company, Inc. (Morrison-Knudsen) under contract with the Office of Surface Mining. The reported problems and damage to the home included cracking of the interior and exterior fireplace chimney, a 1.5 -inch sag in the kitchen floor, cracking of concrete walks and driveways, and ground subsidence below a rear deck and floor joist support. Field exploration performed by Morrison-Knudsen revealed that the overburden above the coal seam in this area was less than 35 feet, and that the overburden soils were disturbed, possibly indicating slumping or subsidence of the soil zone. However, Morrison-Knudsen concluded that the settlements at the residence were not related to subsidence or collapse phenomena associated with the mining activities, but are more likely due to extensive and probably poorly placed fill materials at that location. SITE CONDITIONS Surface Conditions The site is a 0.62 -acre residential lot that is occupied by 2 residential structures and a detached garage. Property information accessed on King County iMAP indicate the residences were constructed in 1901 and 1912. Surface grades are relatively flat, with a very gentle grade down to the west. We did not observe any surface features or obvious damage to site structures indicative of trough subsidence. Subsurface Conditions On February 7, 2013, we investigated subsurface conditions at the site by drilling a one test boring to a depth of about 100 feet below the ground surface. The boring was drilled by a truck -mounted drill rig using mud rotary drilling methods. The approximate location of the boring is shown on Figure 2. Subsurface conditions observed in the boring generally consisted of about ten feet of loose to very dense silty sand with gravel overlying sandstone and siltstone/claystone units. The sandstone is generally light brown to light gray, very low strength, and highly to completely weathered. The boring encountered gray siltstone/claystone between depths of about 33 feet and 50.1 feet. The siltstone/claystone was completely weathered to hard silty clay, and typically contained scattered black coal fragments. We observed approximately two inches of black, pulverized coal underlying the siltstone/claystone at a depth of about 50.1 feet. Based on our observations of drill cuttings in the return flow of the drilling mud, it appeared that the observed coal layer was only a few inches thick. Project No. T-6838 Page No. 2 Mr. Danny Jassen February 25, 2013 The boring did not encounter any voids, disturbed materials, or other indications of possible mining activity. Detailed descriptions of the conditions encountered in the boring are presented on the attached Boring Log. DISCUSSION Available information indicates that the upper gangway of the Patton mine workings drove east to west, crossing the northern portion of the site. Based on the reported 7 to 8 degree dip of the coal seam, the reported location of the mine entrance approximately 400 feet north of the site, and estimates of existing surface elevations along Morris Avenue South, the depth of the upper gangway projects to be about 90 feet beneath the northern portion of the site. The thin coal layer observed at a depth of about 50 feet does not appear to be associated with Patton mine coal seam, as it occurs at an elevation about 40 feet higher than the projected depth of mapped mine, and does not have a thickness that would typically warrant extraction. As discussed, the test boring did not encounter any voids, disturbed materials, or other indications of possible mine workings. If workings of the Patton mine underlie the site, it appears that they have completely collapsed to eliminate all voids, or the mine workings exist at a depth greater than 100 feet below the site. In our opinion, it is unlikely that either of these scenarios exist considering that we observed no obvious indications of trough subsidence at the site, including no obvious indications of distress to existing site structures built over 100 years ago, and our understanding that the limited workings of the Patton mine reportedly occurred where overburden thicknesses were less than 100 feet. Given the conditions observed, and our understanding that the Patton mine was never fully developed, it is more probable that mine workings in the vicinity of the site were relatively narrow, and possibly incomplete, exploratory tunnels with little coal actually extracted from areas beneath the site. Considering the poor documentation of the Patton mine, it is also reasonable that the mine workings did not extend beneath the site as indicated on the historical mapping. CONCLUSIONS Site conditions meet the criteria for a Medium Coal Mine Hazard (CM) given in Section 4-3-050(J)(1)(e)(ii) of the Renton Municipal Code (RMC). However, based on our study, it is our opinion that the hazard and associated risk to public health and safety associated with the assumed presence of the Patton mine workings beneath the site is minimal. We observed no surface features that would suggest surface subsidence has occurred or is occurring. The results of our subsurface exploration indicate that the site is underlain primarily by completely weathered sandstone and siltstone/claystone units. These geologic units contained no voids, disturbed materials, or other possible indications of mine workings. Additionally, the test boring did not encounter coal layers having a thickness that typically would be sufficient to warrant mining. Project No. T-6838 Page No. 3 Mr. Danny Jassen February 25, 2013 Based on our study, it is also our opinion that no special construction recommendations are needed with regard to building foundations and superstructures, and the size and shape of the building pad. It is also our opinion that flexible utility couplings and mechanisms for building re -leveling are not warranted. We trust the information presented is sufficient to meet your current needs. If you have any questions or need additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. ` i � John C. Sadi 1C- L ProjectF, Principa rp ')6742 Encl: aricl Figu!eleiation Location Plan Figure 3 — Mapped Coal Mine Workings Figure 4 — Boring Log cc: Mr. Larry Jassen o1 W a hi 1. Et,ytn+u�y Gev�oplsl ;.. rc+� 1218 g hsOd X00 .JOHN C. SADLER Project No. T-6838 Page No. 4 L`'• V sw. 5T 1Ap 19th Sl .� 6t t. LON; 7t imo t DO c C univ�r�ty vjgage PU,;,-, 5 15th St LA 'q STR i4 . e , PARK ,,, w S 16th St. 9 SITE LOVER, , S 18j TALBOT S[. je C HILI 'R `, PARK----1.� �1 s,t st'rALBOT .o n >r 20th S 2 PtPARK ?s.. S 21st � a � b u' Q I �'1nd,, Sr>rrltPrs Pi a' ' P S E r a c� rd 5t a T HO MA Lii`'-'• r in TLASaALE :7 O • PARK Vol REFERENCE; THOMAS GUIDE - KING/PIERCE/SNOHOMISH COUNTIES (2008) NOT TO SCALE Terra VICINITY MAP go ASS4CIateS Inc.JASSEN PROPERTY RENTON, WASHINGTON Consultants in Geotechnical 9ngineering Environmental Earth Sciences Prof. No.T-6838 I Date FEB 2013 Figure i i f I � HOUSE 1719 MORRIS AVE S COTTAGE I � I B-1 GARAGE 1 I I REFERENCE: SITE PIAN BASED ON KING COUNTY iMAP MATE: THIS SITE PLAN IS SCHEMATIC. ALL LOCATIONS AND DIMENSIONS ARE APPROXIMATE_ IT IS INTENDED FOR REFERENCE ONLY AND SHOULD NOT BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. LEGEND: APPROXIMATE BORING LOCATION 0 30 60 APPROXIMATE SCALE IN FEET 7; LU Q U) 6L a 2 Terra EXPLORATION LOCATION PLAN JASSEN PROPERTY Associates Inc. RENTON, WASHINGTON go Consultants in Geotechnical Engineering Geology and Pro No.T-6838 Date FEB 2013 Figure 2 Environmental Earth Sciences 1� 9 LOG OF BORING NO. 1 Figure No. 4 Project: Jassen_Property Project No: T-6838 Date Drilled: 217113 Client: Driller: Gregory Drilling Logged By: JCS Location: Renton, Washington Approx. Elev: NIA Pocket Penetrometer Consistency/ elTSF 2 S 3 4�1 Soil Description Relative Density I I I I L a Moisture Content % SPT (N) WP 1 -W -x---_1 WI • Blowslft • o iE 10 20 30 40 I I I 10 20 30 40 3 I I ! 1 Pushed bit to about 4 feet. 2 Loose 3 4- 5- Gray -brown silty SAND with gravel 6 (inferred from cuttings) Very Dense 7- 8- 87 7 10- 0 11 11 SANDSTONE: very low strength, brown to light brown, completely weathered. 12 13- 31415161718198! 14- 15- 16- 17- 18- 19- 8! 20-T 21- 1222322- 23- 24- 242526 25- 26- ------------------.....................................--- ---- -................................ 27- 28- SANDSTONE: very low strength, light gray, 29- completely weathered. 50) 30 31 32 33 - . ........ Drills like siltstone (per driller). Changed to ..................... - 34-. drag bit. 'Continued on Next Page. 35 Terra Note: This borehole log has been prepared for geotechnical purposes. This information pertains only to this boring location and should not be interpeted Associates, Inc. as being indicative of other areas of the site, Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 5" LOG OF BORING NO. 1 Figure No. 4 Project: Jassen Property Project No: T-6838 Date Drilled: 217113 Client: Driller: Gregory Drilling Logged By: JCS Location: Renton, Washin ton Approx. Eley: NIA Pocket Penetrometer Consistency/ n1 2 TSF 3 4If, = Soil Description Relative Density Moisture Content % SPT (N) s CL n E Wp I ----x---- J WI • Blows/ft • a 10 20 30 40 10 20 30 40 36- 6373839_. 37- 38- 39- - 921- 40 Gray CLAY, moist, scattered coal fragments. Hard 41 (CL) 42- 43 44- 4454s474849 45- 46- 47- 48- 49 501 50 .....COAL: very low strength, black, pulverized. .. -.... 51 ................._....._....------------------------------ 52 53- 3545556 54- 55- 56 SANDSTONE: very low strength, light gray, 57 highly to completely weathered. 58 59- -50, 6o- 61- 62 63 64 65 66 67- 68 - `Continued on Next Page. 61,50. 70 - Note: This borehole iog has been prepared for geotechnical purposes. This Terra information pertains only to this boring location and should not be inlerpeted as being indicative of other areas of the site. Associates, Inc. Consultants in Geotechnical Engineering, G -logy s 10" 3" 2" LOG OF BORING NO. 1 Figure Na. 4 Project: Jassen Popeg Project No: T-6838 Date Drilled: 217/13 Client: _—_ ___ Driller: Gregory_ Drilling_ Logged By: JCS Location: Renton, Washington Approx. Elev: N/A Pocket Penetrometer Consistency/ A TSF 1 2 3 4 Z Soil Description Relative Density — t 07 a Moisture Content % SPT (N) Wp I ----x-----1 WI 0 Blows/ft a Q rEE 10 20 30 40 10 20 30 40 50, 71- 172737475 72- 73- 74- 75- SANDSTONE: very low strength, light gray, 76 highly to completely weathered. 77- 78 79 50, 08182 80- 81- 82 83- 384858687 84- 85- 86- 87 88- 889 89- 50, 50J 90- 097929394 91- 92- 93- 94 95 96 97 98 99 - 50, 100 101- 011D2 Boring terminated at about 100.3 feet_ 102- 103 104 105 Note: This borehole log has been prepared for geotechnical purposes. This Terra information pertains only to this boring location and should not be interpeted as being indicative of other areas of the site. Associates, Inc. Consultants in Geotechnical Engineering, fogy 1" 4" 2" 3" Denis Law City of t Y r December 17, 2012 Terry Wilson Barghausen Consulting Engineers 18215 72nd Avenue S Kent, WA 98032 Department of Community and Economic Development C.E."Chip"Vincent, Administrator SUBJECT: "On Hold" Notice . Jassen Short Plat, LUA12-045, ECF, SHPL-A Dear Mr. Wilson: The Planning Division of the City of Renton accepted the above master application for review on June 19, 2012. The applicant submitted a letter to the City in response to the July 17, 2012 hold letter on December 4, 2012. The provided letter did not address the requested items in the July 17, 2012 hold letter. Therefore, the following information will still need to be submitted before March 18, 2012 so that we may continue the review of theabovesubject application: • The provided coal mine assessment did not perform the following analysis required by RMC 4-5-120D.7, Subsection 12) which requires calculations of tilts and strains to be completed to determine appropriate design values for building sites and Subsection 15) .which requires drilling for coal mine working or other hazards that cannot be adequately investigated by surface investigations. As the provided report concluded that the site is susceptible to subsidence and is located in an area of high coal mine hazard, please provide an updated coal mine assessment addressing the above or provide reasonable justification as to why the drilling is not necessary at the subject site. if the drilling is not completed, please provide, at minimum, information in regards to the soil stratification in the area proposed for development in order to determine the type of subsurface soil conditions that exist below the 10 -feet studied in the Geotechnical Report test pits. At this time, your project will remain "on hold" pending receipt of the requested information. Please contact me at (425) 430-7314 if you have any questions. Sincerely, 1'U? CA Vanessa Dolbee Senior Planner cc: Daniel Jassen, Barak Levy/ Owner(s) Larry Jassen / Applicant Mr. Grosz, Mr. Richards / Party(ies) of Record Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov December 1, 2012 Vanessa Dolbee, Planning Department City of Renton WA Short Plat # LUA-12-045 King County Tax ID 7222000339 We have been asked to provide a coal mine study ("CMS") or soil stratification report as one of the final pieces toward approval of the above -referenced short plat. Based on information in this letter and attached supporting documents, we request waiver of this requirement. Our contacts with several geotech firms who might be able to complete the task for us have yielded the following results: 1. Companies that do not or will not do this type of work. 2. Agencies that charge from $4400 with no pre-set upper limit 3. One firm with a suggested cost as high as $12,500. This is a proposed 3 -lot short plat with the current home and AW remaining on the center of the 3 lots. New homes would be built on each of the new lots to the north and south of the current homes. According to the "mine map" provided by the city, the red line (which we assume to be the highest potential hazard) passes directly below the current dwelling, built in 1915, and a corner of our future Lot 1. Most of both Lots 1 and 3 are located in the shaded or green portions of the map, as are many of the existing homes in the neighborhood. I obtained information that a coal mine study was performed on Renton Place, a full subdivision built in the mid 1990s, located approximately 3 blocks east of our short plat. While there was a map, the file must be archived as nothing was available to review. However, the neighborhood is now approximately 15-17 years old and the 13 homes built there appear to be erect and in good condition, passing the test of one major (Nisqually) tectonic plate shift. On file at Renton is a recent Coal Mine Study of Heritage Hills Lot 2 Enterprise Short Plat, revised January 9, 2012, on a multi -unit site approximately 2 mile from our property. This project lies above a much larger and more active abandoned mine and was found to have low hazard risk. There is also reference to the amount of time that has expired since the mine was worked out as a factor in the low risk. LUA 12-045 Page 2 I also read Open File Report 84-6, Washington State Department of Natural Resources dated 1985, to ascertain if there were any issues surrounding the Patton mine. There was no mention anywhere in the report of the Patton Mine as a potential problem area. To my knowledge, there has never been a report, let alone an "earth" study of the Patton mine. George Watkin Evans' The Coal Fields of King County (1912) offers only a scant two paragraphs about the Patton mine, stating that it was opened in 1872 and "Only two levels were worked to any extent at this mine." Our short plat does not require any off-street internal improvements except for the actual construction of homes and direct utility connections from Morris Ave S. In discussion with two builders, I learned that the depth of digging for foundations at this site should be approximately 2 feet. In light of the reports as well as the unknown and no -ceiling cost of a CMS, the multitude of homes built in the immediate vicinity over the past 1-50 years without incidence of coal mine hazard activity, and given that the existing dwelling is almost 100 years old and has withstood at least four major earthquakes without a "cave-in," we ask for a waiver of the requirement for a full Coal Mine or Soil Stratif ication Study. We believe that the current setback and construction guidelines will insure that the building envelopes of the two new homes will be of no significance with regard to the former mine. Attached are copies of emails from a representative number of geotech or engineering firms offering opinions on the CMS as well as reports and reference data to support our request. Thank you. Larry Jassen, Authorized representative for Daniel Jassen 6215 Hampton Road South Seattle WA 98118 (206) 795-9494 Larry Jassen From: Brian Beaman 'bneaman xicic:ecreekengineers.comj Sent, Monday, October 22, 2012 10.23 AM To: Larry Jassen Subject: RE: Renton Coal Mine Haz Eval arry, i have done an finit a! revie;ri of this property with respect to coal mine hazards. The property is underlain by the "Old Patton wine." Unfortunately, the Old Patton Nine is not well documented (out`ine of primary tunnels and entry location, but no depth elevations indicated). For this reason, it is impossible (with this information only) to evaluate "soil stratification"['determine the type of subsurface soil condidons." This does not happen +eery often as usually the old mine maps are quite detailed. Not so for the Cid Patton Mine. poor this reasons, the .vay to complete this study to Renton's satisfaction is to drill test borings. We did one similar to this in iss quah a few months ago and the cost was about $12.5K. From: Larry Jassen I'mailto:Ijhomes@windermere.com] Sent: Monday, October 22, 2012 9:52 AM To: Brian Beaman Subject: RE: Renton Coal Mine Haz Eval Brien - We would like to get to work on this ASAP...I may have already sent the report but see attachments. It's the last piece of the approval puzzle. Thanks. i,arry Jassen, Managing Broker Windermere Real Estate/P5R, Inc. Direct: (206) 795-9494 Office: (425) 277-5900, Ext 261 FAX-- (425) 277-6099 Web: wrww, lihomes, inMlndermere. cam From, Brian Beaman [rnailto:bbeaman( iciclecreeken ineers.com Sent: Wednesday, October 17, 2012 4:46 PM To: lhomes awincerrnere.corr Subject: Renton Coal Mine Haz Eval Hello Larry, your email was forwarded to me from Kathy of ICE. One of our specialties is coal mine I azard assessments and can provide the information required. I sounds like some type of assessment was already done. Can't imagine who that would be. if you have a copy of a previous assessment, please forward me a copy. Also a tax parcel number or address for the site. 1 will be over in Cie Elurn tomorrow doing similar work, but back here on Friday and I can respond at that time. Brian Beaman, PE, LG, LHG Icicle Creek Engineers, Inc. 206-498-1279 (cell) 425-333-0093 (office) L114 1� 1 2- -, C) It From: Offe Engineers, .PLLC[mailto:darrell.offe@comcast.net] Seat: Tuesday, October 23, 2012 8.41 AM To: 'Larry Jassen' Subject: RE: Talbot Hill Short Plat T rcn i cart help you with this: I don't do this work. D From: Larry Jassen [maifto:ljhorres@windermere.com] Sent: Tuesday, October 23, 2012 8:19 AM To: 'Offe Engineers, PLLC Subject: RE: Talbot Hill Short Plat Nothing... that's the last piece for approval. From: Offe Engineers, PLLC [maifto:darrell.offe4comcast.net] Sent: Tuesday, October 23, 2012 8:12 AM To: 'Larry Jassen' Subject- RE: Talbot Hill Short Plat What is it you need to get done, other than the coal mine study? Darreli From: Larry Jassen[maiito,.rhamesrcbwindermere.com Sent: Monday, October 22, 2012 7:03 PM To: 'Darrell Offe` Subject: Talbot Hill Short Plat Darrell - I spoke with Mike Schiltz and with my son ... willing to wait until you are free as long as we can get everything done by end of year. Thanks. Larry Jassen From: Marc McGirr: is [MarcM@geotc-chnw.corn] Sent: Thursday, October 25,-2012 8;03 AM To: 'Larry Jassen' Subject: RE: More info Renton Short Plat La rry, This is more consistent with what is typically done. Drilling may/may not prove anything, so the work is usually limited to review of available mine working drawings, past subsidence problems in the area, and calculations for potential settlement if the mine tunnel collapse has not already occurred. From the letter it sounds as if you submitted a coal mine assessment already. An experienced geologic enginee.rfamiliar with genton's requirement should be able to finish up the work. I'm sorry, but we don't have that level of specie l expertise. Mart R. McGinnis, P.E. Gectech Consultants, Inc. 13256 N.E. 20th Street, No. 16 Bellevue, WA 98005 (425) 747-5618 (Office)/(425) 260-1116 (Mobi(e} Disclaimer: Any electronic form, facsimile or lard cony of the original document (email, text, toile, andJor figure), if provided, and any cttachments Ore only a copy of the original document. The origino! doct.,ment is stored by Geotech Consultants, Inc_ and will serve as the official document of record. Copyright 2012 Gectech Consultants, inc. All rights reserved. From: Larry Jassen [maiito:ijhomes@windermere.com] Sent: Wednesday, October 17, 20121:01 PM To: Marc McGinnis Subject: More info Renton Short Plat Hi, Marc. i received the following letter from Vanessa at City of Renton. It appears we do NOT need to drill but can substitute a soil stratification analysis in place of the drilling. Is this something you can do? Please read the attached letter and let me know how you would proceed. Thanks, j(-O� Larry Jassen, Managing Broker Windermere Real Estete/P5R, Inc. .. I..i 11-ew Larry jsets r row: 4ohr: Sv:�ler (JSaa;er�terra-associates.com] � � Spat: 7rjrsd�' , N o vem, bef 15, 2012 12:17 PPI _ To: Larry Jassen Subieot: R_=: Ren on Coal Mine Study Attachments: Jassdn Property.pdf Hi Larry, ouick iC-ok ai if1:' -VFcwiv ii ormatlon showing the approximate location of the Patton Mine ,%-or:sings, and it appears t1hat part of the mine tuns beneath your property (See attached figure). Considering- this, l 'expeYt that thie Cit,' would require that you address potential mine hazards for perrnitting. tVe have performed mine hazard evaluations for several properties in this neighborhood. Tv.yG that ; am fa-r:iiiar v!i.h are shown on the attachment. he sco ,e of =,v ^a; °,c :a, cold e npioy to address the aline hazard issue would include review of 3va; ab't resource5 r el< ed to the patten Mine, and a subsurface investigation consisting of drilling one L", "I beg t Em depth of about 100 feet. A written report will be prepared that summarizes the fi ?dings of our susu°=urface it wcsti?ation, provides an assessment of potential risks associated with the mire worklnl- c,nks 4,PrOX!ate r-nitigation neasijres for site development, if ne'iF?SSary. ;jVt sstirrate the cost t :perform this scope of work will be about $4,400. Approximately 60 percent of this ..s.imaled f; i the dfi`li„4 subcontractor. - Me yc E.j re any c--,estions, or if yaU would like us to proceed with this study- c..;k=: John John Sadier, L.E.G, L -H -G ngi t e-Iring l iiu i5: TERRA ASSOCIA; ES IA!r _✓.0 �-4i L'vt!.dt.h,'_ _�:.., .a �.e ivy :r iarid,',Vzsn ngtor, �K,,34 ,1 '•mow. •4-.2.7-i]'�.-�%, Fax - 42-5-8211-4334 206-396-5792 From,, LarryJasse a[mailto:ijhornesC�windermere.corn] Sent: Wednesday, November 14, 2012 9:23 AM To: Jchn Sadler Subject: RE: Renton Coal Fine Study AdMri�ss is 111.5 N,ye,l r s ave s From: John Sadler Serie: 11r114i2012 9:11 AM To: l - hares ^ wi ride rte re. corn! Subject: Renton Coal PFine Study Hi Larry, The tax parcel number that you provided (Tax ID 7222200399) appears to be incorrect. Can you please check if it was tzlped as intended? Th2nks, John ,�; � , �.. .-W-�, .� �'� --� �� � �A ar�I �.....� � _ TERRA ASSOCIA i L'S, Inc. cons ltcrits IIS F;Gt C Tri Efl'?Irleer}r Oi[7}'ti t 11 E n'.;::.-unrieWU,1 EEar;"1 4C iF. noes n r n n r r June 29, 2011 Revised January 9, 2012 Project No. T-6309 Mr. Gregory Sparhaw'k Complete Construction, LLC 9757 Juanita Drive NE, Suite 212 Kirkland, .Washington 98034 Subject: Geotechnical Report Heritage Hills — Lot 2 Enterprise Short Flat 1 250 South Puget Drive Renton, Washington Dwar Mr_ Sparhawk. As requested, we have conducted a g<otechn:cal engineering stud;: for the subject project. The attached report presents our findings and recorninendations for the geotechnical aspects of project design and construction. Based on the results of our subsurface exploration, soil conditions at the sire consist of 2 IF1 to 8 feet of loose to mcdiuM dense 4ranular fill, overlying dense to very dense silty sand with gravel (unweathered glacial till). We did not observe groundwater seepage in any of the soil test borings advanced at the site. In our opinion, soil conditions will be suitable for development of the site as planned, provided the reconunendations contained herein are L--rcorporated into design and followed during construction. Undisturbed, dense native soil observed at expected building grades would provide suitable bearing for standard spread footing foundations and slab -on -grade floors. We appreciate the opportunity to be of service during the preliminary design phase of this project and look forward to working with you during the final design and construction phases. We trust the information presented in this report is sufficient for _your current .needs, if you have any questions or need additional infonnation, please call. Sincerelv AOX 7CO Sc P n Willc)ws Roil, Suite 101, KirkLmd, 1'v'ashingtorl 90034 Phone f47;i 1121_7777 • Fax i4? -)1 8_' 1-4134 June 29, 201 1 Revised January 9, 2012 Project No. T-6309 Accordingly, the steepest portion, of the west slope and portions of the south slope are protected slopes while all other portions are either sensitive slopes or do not qualify. As discussed in the preceding Landslide Section, the native glacial till soils are highly consolidated and are inherently stable. Our stability assessment indicates that the stability of the slopes would not be impacted. In our opinion, provided adequate measures for controlling site drainage and erosion are included in the design and implemented proposed site development will not adversely affect the stability of the site slopes nor adjacent properties and the risk and hazard associated with instability will be minimal. 4.5 Coal: Kline hazard The site is located in a medium or moderate Coal Mine Hazard Area as defined in Section 4-3-050 and shown on Figure 4-3-050Q3a(i) of the Renton Municipal Code (RMC). To complete our assessment in addition to our site reconnaissance and field exploration, we reviewed information summarized in the following documents: t Inventory of Abandon Coal Mines in the State of Washington, by LaSalata, Menard, Walsh and Schasse, Open File Report 84-6, Washington State Department of Natural Resources, dated 1985 . Map of The Seattle Electric Co's Renton Coal Nine, See 20, T23N, R5EWM, dated lune 20, 1918 W'ashington Geological Survey, Bulletin No. 3. The Coal Fields of King County, by George Watkin Evans, dated 1912 Based on review of the referenced documents, the site lies above a portion of the Renton Coal Mine. The approximate locution of the site relative to the mine workings is shown on attached Figure 3. This area was mined out in the early 1900s. The coal seam inined was referred to as Seam 3 which dipped east at a gradient of 10 to 11 percent. Based on this dip angle and the known elevation of an air shrift west of the mine area, we estimate the cover depth above the worked out mine ranges from 300 to 400 feet at the site location. Subsidence associated with abandon mines occurs as a result of the mine roof collapsing into the void causing the overlying rock and soil overburden to sag, or lower. This sagging of the overburden can propagate to the surface cr resulting in area wide or trough subsidence. Sinkhole subsidence is caused by the collapse of a mine roof that creates a cavity which steadily works its way upward. If not arrested by strong rock the cavity can evertually reach the surface as a sinkhole_ Observations at the site and adjacent properties found no evidence of or indication of gourd subsidence or sinkhole development. There are no indications of mine openings such as air shafts, portals associated with previous mining activities on the property. As discussed earlier, test borings revealed 2 to 8 feet of fill material associated with previous grading activity overlying very dense glacial till to the maximum boring depths of 25 to 30 feet. Examination of the glacial till samples recovered from the borings found no indieation of disturbance that would suggest ground movement associated with subsidence. Surface subsidence associated with abandon mines typically occurs where mine workings are shallow, generally where there is 100 feet or less of cover above the mine workings and where the overlying bedrock is weak or absent. As noted, based on the dip of the Renton Seam No. 3, we estimate the depth of cover above the mined out workings is on the order of 300 to 400 feet. The thickness of the coal scam mined was on the order of 8 feet which results in a cover to seam thickness ratio of 37.5 to 50. Page No. 6 June 29, 2011 Revised January 9. 2012 i. Project No. T-6309 Using procedures outlined in the British National Coal Boards &ibsidence Engineers Hc:ndbook with the above 1 0 mine dimensions, we calculated potential tilts and strains associated with land subsidence above abandoned coal mines as required in Table 18 Section 4-8-120 of the.Rib1C. The results of our analysis indicate potential tensile and compressive strains due to subsidence could be on the order of .0047 inch/inch and .0089 inch/inch, respectively. The potential tilt which is essentially the slope angle of the subsided land surface was estimated at 1.6 degrees. Based on our rev.,e'w, we conclude that the hazard associated with coal mining below the subject property is low with the corresponding risk for damage to building construction and infrastructure negligible. As noted, there are no surface features on-site or on adjacent properties that indicate ground subsidence has occurred. Given the time that has expired since the mine was worked out, the depth of the mine workings and the cover to seam thickness ratio, in our opinion, no measures to mitigate potential impacts such as building tilt or compressive loading to below -grade walls would be required. Also, in our opinion, the referenced mining documentation along —with site observations and exploration already completed; is sufficient to assess the hazard and additional drilling as indicated in Table 18; Section 4-8-120 of the RMC'would not be necessary. 5.0 DISCUSSION; AND 11 ECOMMEN'DATIO`S 5.1 General. Based on our study, in our opinzon, there are no geoteclnrical engineering considerations that would preclude building construction as planned. The building can be supported on conventional spread footings bearing on competent native soils. Floor slabs can also be supported on competent native soils or on structural fill placed on com-oetent native soils. Temporary cut slopes for buildinv excavation will be feasible where building construction is located a sufficient distance from property boundaries. Where site constraints do not allow establishing safe temporary cut slopes, temporary shoring will be required to safely support the excavation cuts for lower -level building construction. Given the expected excavation depths where temporary shoring maybe required, conventional soldier pile with ti.rnber lagging would likely be the most cost efficient shoring method. The fill and native glacial till soils encountered at the site contain a sufficient amount of fines (silt- and clay - sized particles) such that they will be difficult to compact as structural fill whet~ too wet. Accordingly, the ability to use the soils from site excavations as structural fill will depend on their moisture content and the prevailing weather conditions at the time of construction. If grading activities will take place during the winter season, the owner should be prepared to import free -draining granular material for use as structural fill and backfill. Detailed recommendations regarding these issues and other geotechnical design considerations are provided in the following sections of this report. These recommendations should be incorporated into the final design drawings and construction specifications. Page No. 7 The Coal Fields of Ki - 'ounty By GEORGE WATKIN E� 5 (1912) PATTON MINE. The Patton mine was opened in 1872. It is located in the 5. E. % of S. 19, T. 23 N., R. 5 E., southwest of the town of Renton. A slope was sunk on one of the Renton beds at this point and gangways driven to the east and west. The dip of the beds at this point is from 7 to 8 degrees, dipping a little east of south. The foot of the slope approached the axis of the Talbot syn- cline. "Only two levels were worked to any extent at this mine. City of Renton Deportment of Community & Economic De —lopment ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT COMMENTS DUE: JULY 3, 2012 APPLICATION NO: LUA12-045, ECF, SHPL-A DATE CIRCULATED: JUNE 19, 2012 APPLICANT: Larry Jassen7y),0011 PROJECT MANAGER: Vanessa Dolbee PROJECT TITLE: Jassen Short Plat PROJECT REVIEWER: Jan Illian SITE AREA: 27,035 square feet EXISTING BLDG AREA (gross): 1,620 square feet LOCATION: 1719 Morris Avenue S PROPOSED BLDG AREA (gross) 2,500 square feet SUMMARY OF PROPOSAL: The applicant is requesting SEPA Environmental Review and Short Plat approval for the subdivision of a 27,035 square foot lot into three lots resulting in a density of 4.9 units per acre. The subject site is located at 1719 Morris Avenue South and is zoned Residential 8 (R-8) units per net acre. The site currently contains a single family home an accessory dwelling unit and a detached garage. The exiting home and accessory dwelling unit is proposed to be maintained on future Lot 2. The lots range in size from 8,050 square feet to 10,280 square feet. The development would gain access from Morris Avenue South in the form of three curb cuts. Twelve trees exist on the site of which 8 are proposed to be retained. The site contains coal mine hazards as such a geotechnical report has been submitted with the application. A 4 -foot right -of --way dedication is required however no street frontage improvements are proposed. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Probable Probable More Environment Minor Ma* information Impacts impacts Necessary Earth Air Water Plants Land/Shoreline Use Animals Environmental Heolth Energy/ Natural Resources B. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Housing Aesthetics ti htJGlare Recreation Utilities Transportation Public Services Historic/Cultural Preservation Airport Environment 10,000 Feet 14,000 Feet We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where a[Ati^l information is needed to properly assess this proposal. Signature of Director or Authorized Date Vanessa Dolbee From: Terry Wilson jtwilson@barghausen.coml Sent: Wednesday, July 11, 2012 11:24 AM To: Vanessa Dalbee Subject: Jassen Follow Up Flag: Fallow up Flag Status: Flagged Hi Vanessa - Just the 4 trees are being saved per the Engineering Drawing by Any Rykels. Thank you, Terry Wilson Senior Project Planner Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 (425) 251-6222 - Phone (425) 656-7486 - Direct (425) 25I-8782 - Fax http-//www.barghausen.com Den yo Law 7�( of. 1! CZ AiUT f,. .Ll July 17, 2012 Department of Community and Economic Development C.E. Chip" Vincent, Administrator Terry Wilson aarghausen Consulting Engineers 18215 72nd Avenue S Kent, WA 98032 SUBJECT: "on Hold" Notice Jassen Short Plat, LUA12-045, ECF, SHPL-A Dear Mr. Wilson: The Planning Division of the City of Renton accepted the above master application for review on June 19, 2012. During our review, staff has determined that additional information is necessary in order to proceed further. The following information will need to be submitted before October 15, 2012 so that we may continue the review of the above subject application: * The provided coal mine assessment did not perform the following analysis required by RMC 4-8-120D.7, Subsection 12) which requires calculations of tilts and strains to be completed to determine appropriate design values for building sites and Subsection 15) which requires drilling for coal mine working or other hazards that cannot be adequately investigated by surface investigations. As the provided report concluded that the site is susceptible to subsidence and is located in an area of high coal mine hazard, please provide an updated coal mine assessment addressing the above or provide reasonable justification as to why the drilling is not necessary at the subject site. If the drilling is not completed, please provide, at minimum, information in regards to the soil stratification in the area proposed for development in order to determine the type of subsurface soil conditions that exist below the 10 -feet studied in the Geotechnical Report test pits. At this time, your project has been placed "on hold" pending receipt of the requested information. Please contact me at (425)430-7314 if you have any questions. Sincerely, Vanessa Dolbee Senior Planner cc: Daniel Jassen, Barak Levy / Dwner(s) Larry Jassen / Applicant Mr. Grosz, Mr. Richards/ Party(ies) of Record Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 . rentonwa.gov ° C Cityof DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: July 9, 2012 TO: Vanessa Dolbee, Planner FROM: Jan Illian, Plan Review 001-1 SUBJECT: Utility and Transportation Comments for the Jassen Short Plat 1719 — Morris Ave South LUA 12-045, SHPL-A I have reviewed the application for Jassen Short Plat located at 1719 — Morris Ave S. and have the following comments: EXISTING CONDITIONS WATER Water service is provided by the City of Renton. There is an 8 -inch water main in Morris Ave 5, The project is located in the 196 water pressure zone and is outside the boundary of Aquifer Protection Zone. SEWER Sewer service will be provided by the City of Renton. There is an 8 -inch sewer main in Morris Ave S. The existing home at 2208 - Jones Ave NE is connected to sewer. STORM There is no storm conveyance system in Morris Ave S. STREETS There is no existing sidewalk in Morris Ave S. CODE REQUIREMENTS WATER 1. Separate water meters shall be provided to each new lot in Morris Ave S. 2. System development fees for water are based on the size of the new domestic water meters that will serve the new homes on each new lot. Fee for 3/ -inch water meter install is $2,236.00. The existing home at 1719 — Morris Ave S. is served by a 3/" water meter connected to the water main in Morris Ave S. Credit will be given for the existing home. 3. All new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of the structures. A minimum of one new hydrant will be required to be installed. 4. Fee for a 3/ -inch meter installed by the City is $2,260.00. H:/CED/Planning/Current Planning/PROJECTS/12-045.Vanessa/Plan Review Comments LUA 12-045.doc Jassen Snort Plat — LUA12-645 Page 2 of 3 July 9", 20 12 5. All new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of the structures. There are fire hydrants in the vicinity that may be counted towards the fire protection of this project, but are subject to verification for being within 300 feet of the nearest corner of the buildings and are subject to Fire Department approval. A Storz "quick Connect" fitting will be required to be retrofitted on any existing hydrant approved to serve the site. SANITARY SEWER 1. 6" inch sewer stubs shall be provided to each new lot. 2. System Development fees for sewer are based on the size of the new domestic water meters to serve the new homes on each new lot. The sewer fee for a %- inch water meter install is $1,591.00 per lot. Fees Credit will be given for the existing home if connected to sewer. Fees are payable prior to issuance of the construction permit. SURFACE WATER 1. There is no improved drainage conveyance system in the Morris Ave S. 2. A drainage plan and drainage report has been submitted with the site plan application. The report addresses compliance with 2009 King County Surface Water, The short plat is subject to Appendix C, Small Site Drainage Review. The engineer has noted that the soils will not support 100% infiltration. Basic dispersion trenches are proposed for each lot to collect roof runoff. 3. A geotechnical report from Associated Earth Sciences, Inc. dated January 9, 2007 was submitted and reviewed. The report identifies the soils as bedrock with sandstone, which does not support on site infiltration. 4. A Construction Stormwater Permit from Department of Ecology is required if clearing and grading of the site exceeds one acre. S. Surface water system development fee is $1,012.00 per new lot. Fees are payable prior to issuance of the construction permit. Credit will be given for the existing home. 6. A covenant for stormwater drainage flow control facilities will be required. TRANSPORTATION/STREET 1. Transportation mitigation fees of $1,435.50 will be assessed. Credit has been given for the existing home. The rate is $75.00 x 9.57 trips x 2 new lots. 2. Existing right of way width in Morris Ave S is 45 feet. This street has been identified as a Residential Access Street. To meet the City's new complete street standards, 4 feet of right of right will be required to be dedicated to the City and street improvements fronting this site will include construction of a 5 - foot sidewalk, 8 -foot planter strip, curb, gutter and a total pavement width of 26 feet. A written request to waive the street frontage improvements was received by the applicant and approved on April 23, 2012 by Neil Watts, Director of Development Services; however dedication of right of way is still required. 3. The maximum width of a single loaded garage driveway shall not exceed nine feet (9') and double - loaded garage driveway shall not exceed sixteen feet (16'). 4. Paving and trench restoration will comply with the City's Trench Restoration and Overlay Requirements. W/CED/Planning/Current Plan ning/PROJECTS/12-045.Vanessa/PIan Review Comments LUA 12-045.doc Jassen Short Plat — LUA12-045 Page 3 of 3 July 9", 2012 5. Street lighting is not required for this short plat. GENERAL COMMENTS 1. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. When the utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, permit application and an itemized cost of construction estimate and application fee at the counter on the sixth floor. 3. All subdivisions shall provide water, sewer and storm stubs to each new lot prior to recording of the plat. 4. Separate permit and fees will be required for the water meter installation, side sewer connection and storm water connection. H:/CED/Planning/Current Planning/PROJECTS/12-045.Vanessa/PIan Review Comments LUA 12-045,doc Jassen Short Plat — LUA12-045 Page 4 of 3 July 9", 2012 H;/CED/Planning/Current Planning/PROJECTS/12-045.Vanessa/Plan Review Comments LUA 12-045.doc City of Renton Department of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Ian COMMENTS DUE: JULY 3, 2012 ...; ` APPLICATION NO: LUA12-045, ECF, SHPL-A DATE CIRCULATED: JUNE 19, 2012 GIN , APPLICANT: Larry Jassen PROJECT MANAGER: Vanessa Dolbee PROJECT TITLE: Jassen Short Plat PROJECT REVIEWER: Jan Illian SITE AREA: 27,035 square feet EXISTING BLDG AREA (gross): 1,620 square feet LOCATION: 1719 Morris Avenue S PROPOSED BLDG AREA (gross) 2,500 square feet SUMMARY OF PROPOSAL: The applicant is requesting SEPA Environmental Review and Short Plat approval for the subdivision of a 27,035 square foot lot into three lots resulting in a density of 4.9 units per acre. The subject site is located at 1719 Morris Avenue South and is zoned Residential 8 (R-8) units per net acre. The site currently contains a single family home an accessory dwelling unit and a detached garage. The exiting home and accessory dwelling unit is proposed to be maintained on future Lot 2. The lots range in size from 8,050 square feet to 10,280 square feet. The development would gain access from Morris Avenue South in the form of three curb cuts. Twelve trees exist on the site of which 8 are proposed to be retained. The site contains coal mine hazards as such a geotechnical report has been submitted with the application. A 4 -foot right-of-way dedication is required however no street frontage improvements are proposed. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Probable Probable More Environment Minor Major information Impacts Impacts Necessary Earth Air Water Plants Land%Shoreline Use Animals Environmental Health Energy/ Natural Resources B. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS Element of the Probable Probable More Environment Minor Major information Impacts impacts Necessary Housing Aesthetics Li hVGlore Recreation Utilities Transportation Public Services Historic/Cultural Preservation Airport Environment 10 000 Feet 14, 000 Feet We have reviewed this application with particular attention to those areas in which we have expertise and hove identified areas of probable impact or areas whereydoitional information is needed to properly assess this proposal. Signature pfVrector or Authorized Date *-RY, NT� S# 896 TRANSPORTATION MITIGATION FEE Project Name: Project Address: Contact Person: Permit Number: Project Description: Land Use Type: X Residential ❑ Retail ❑ Non -retail Calculation: (3-1)9.57 = 19.14 ADT 19.14 x $75.00 = $1,435.50 Transportation Mitigation Fee: Calculated by: Date of Payment: Jassen SHPL 1719 Morris Avenue S Larry Jassen LUA12-445 3 lot SFR preliminary short plat With one existing home Method of Calculation: X ITE Trip Generation Manual, 8th Edition ❑ Traffic Study ❑ Other (210) SFR 9.57 trips / du $1,43S.50 K. Kittrick Ao' Date: 1/4�} lalZlaZ- ...._ f City of Renton department of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: t: COMMENTS DUE: JULY 3, 2012 APPLICATION NO: LUA12-045, ECF, SHPL-A ..; i DATE CIRCULATED: JUNE 19, 2012 JUN 4 APPLICANT: LarryJassen 0 PROJECT MANAGER: Vanessa Dolbee PROJECT TITLE: Jassen Short Plat PROJECT REVIEWER: Jan Illian si F, SITE AREA: 27,035 square feet EXISTING BLDG AREA (gross): 1,G20 square feet LOCATION: 1719 Morris Avenue S PROPOSED BLDG AREA (gross) 2,500 square feet SUMMARY OF PROPOSAL: The applicant is requesting SEPA Environmental Review and Short Plat approval for the subdivision of a 27,435 square foot lot into three lots resulting in a density of 4.9 units per acre. The subject site is located at 1719 Morris Avenue South and is zoned Residential 8 (R-8) units per net acre. The site currently contains a single family home an accessory dwelling unit and a detached garage. The exiting home and accessory dwelling unit is proposed to be maintained on future Lot 2. The lots range in size from 8,050 square feet to 10,280 square feet. The development would gain access from Morris Avenue South in the form of three curb cuts. Twelve trees exist on the site of which 8 are proposed to be retained. The site contains coal mine hazards as such a geotechnical report has been submitted with the application. A 4 -foot right-of-way dedication is required however no street frontage improvements are proposed. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Probable Environment Minor Impacts Probable More Major Information Impacts Necessary Earth Air water Plants Land/Shoreline Use Animals Environmental Health Energy/ Natural Resources TKF 5kuk 4 $9im A o f su Iso 17,- B. o17,- 8. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS Element of the Probable Probable More Environment Minor Major information Impacts impacts Necessary Housing Aesthetics U VGlare Recreation Utilities Transportation Public Services Historic/Cultural Preservation Airport Environment ID, OOQ Feet 14, 000 Feet We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date pEPARTMEN T OF COMMUNITYp �(r�' i J AND ECONOMIC DEVELOPMENT ��j M E M O R A N D U M DATE: June 29, 2012 TO: Vanessa Dolbee FROM: Bob Mac Onie SUBJECT: Jassen Short Plat, LUA-12-045-SHPL-A Format and Legal Description Review I have reviewed the above referenced preliminary short plat submittal and have the following comments: Information needed for final short plat approval includes the_following: Note the City of Renton land use action number and land record number, LUA-12-045- SHPL and LND-20-0572, respectively, on the final short plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. The dedication of right of way for short subdivisions requires a separate Deed of Dedication; provide a space to the recording number of same on the short plat. The Deed of Dedication document includes both a legal description exhibit and a map exhibit of the dedicated parcel. The legal description exhibit should be prepared, stamped, dated and signed by the applicant's surveyor. The surveyor should also prepare the map exhibit. The dedication process requires an updated Plat Certificate dated within 45 days of approval of said dedication. Talk to the Project Manager if there are questions or further information is needed. The Notes on sheet one of two are only necessary for the initial submittal and should be removed for the final submittal. Provide short plat and lot closure calculations. Indicate what has been, or is to be, set at the corners of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. hAfile sysllnd - land subdivision & surveying recordsllnd-20 - short plats105720assen)1ry 120629.doe Addressee Name Page 2 of 2 Date of Memo The lot addresses will be provided by the city as soon as possible. Note said addresses on the short plat drawing. Do note encroachments, if any. Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. Do not include topography and utility infrastructure as they are only part of the initial submittal requirements unless they have a direct influence on the subdivision. Note all easements, covenants and agreements of record on the drawing. Note any relevant researched resources on the short plat submittal. h:lfile sysllnd -land subdivision & surveying recordsllnd-20 -short plats105720assen)1rv120629_doe City of Renton Deportment of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:% "_ r COMMENTS DUE: JULY 3, 2012 APPLICATION NO: LUA12-045, ECF, SNPL-A DATE CIRCULATED: JUNE 19, 2012 APPLICANT: LarryJassen PROJECT MANAGER: Vanessa Dolbee PROJECT TITLE: Jassen Short Plat PROJECT REVIEWER: Jan Illian SITE AREA: 27,035 square feet EXISTING BLDG AREA (gross): 1,620 square feet LOCATION: 1719 Morris Avenue 5 PROPOSED BLDG AREA (gross) 2,500 square feet SUMMARY OF PROPOSAL: The applicant is requesting SEPA Environmental Review and Short Plat approval for the subdivision of a 27,035 square foot lot into three lots resulting in a density of 4.9 units per acre. The subject site is located at 1719 Morris Avenue South and is zoned Residential 8 (R-8) units per net acre_ The site currently contains a single family home an accessory dwelling unit and a detached garage. The exiting home and accessory dwelling unit is proposed to be maintained on future Lot 2. The lots range in size from 8,050 square feet to 10,280 square feet_ The development would gain access from Morris Avenue South in the form of three curb cuts. Twelve trees exist on the site of which 8 are proposed to be retained. The site contains coal mine hazards as such a geotechnical report has been submitted with the application. A 4 -foot right-of-way dedication is required however no street frontage improvements are proposed. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Probable Environment Minor impacts Probable More Major information Impacts Necessary Earth Air Water Plan is Land/Shoreline Use Animals Environmental Health Energy/ Natural Resources S. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS Elementof the Probable Probable More Environment Minor Major information Impacts impacts Necessary Housing Aesthetics Li hVGlare Recreation Utilities Transportation Public Services Historic/Cultural Preservation Airport Environment 10, 000 Feet 14, 000 Feet We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date City of Renton Deportment of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: MIC Lt4c- COMMENTS DUE: JULY 3, 2012 APPLICATION NO: LUA12-045, ECF, SHPL-A DATE CIRCULATED: JUNE 19, 2012 APPLICANT: Lar PROJECT MANAGER: Vanessa Dolbee PROJECT T TLE: Jassen Short Plat PROJECT REVIEWER: Jan Illian SITE AREA: 2 , re eet EXISTING BLDG AREA (gross): 1,620 square feet LOCATION: 1719 Morris Avenue S PROPOSED BLDG AREA (gross) 2,500 square feet SUMMARY Oi PROPOSAL_ The applicant is requesting SEPA Environmental Review and Short Plat approval for the subdivision of a 27,035 square foot lot into three lots resulting in a density of 4.9 units per acre. The subject site is located at 1719 Morris Avenue South and is zoned Residential 8 (R-8) units per net acre. a si ently contains a single family home an accessory dwelling unit and a detached garage. The exiting home and accessory dwelling unit is proposed to be maintained on future Lot 2. The lots range in size from 8,050 square feet to 10,280 square feet_ The development would gain access from Morris Avenue South in the form of three curb cuts. Twelve trees exist on the site of which 8 are proposed to be retained. The site contains coal mine hazards as such a geotechnical report has been submitted with the application. A 4 -foot right-of-way dedication is required however no street frontage improvements are proposed. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Elementof the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Earth Air Water Plants Land/Shoreline Use Animals Environmentol Health Energy/ Natured Resources B. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS Element of the Environment Probable Probable Minor Major Impacts Impacts More Information Necessary Housing Aesthetics tight/Glare Recreotion Utilities Transportation Public Services Historic/Cultural Preservotion Airport Environment 10, 000 Feet 14, 000 Feet We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature o irect r or Authorized Representative Dat A. City of Renton Department of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHtC,T REVIEWING DEPARTMENT: 'Paylf Probable Probable More Minor Major Information impacts Impacts Necessary COMMENTS DUE: JULY 3, 2012 Aesthetics APPLICATION NO: LUA12-045, ECF, SHPL-A DATE CIRCULATED; JUNE 19, 2012 APPLICANT: LarryJassen PROJECT MANAGER: Vanessa Dolbee PROJECT TITLE: Jassen Short Plat PROJECT REVIEWER: Jan Illian SITE AREA: 27,035 square feet EXISTING BLDG AREA (gross): 1,620 square feet LOCATION: 1719 Morris Avenue S PROPOSED BLDG AREA (gross) 2,500 square feet SUMMARY OF PROPOSAL: The applicant is requesting SEPA Environmental Review and Short Plat approval for the subdivision of a 27,035 square foot lot into three lots resulting in a density of 4.9 units per acre. The subject site is located at 1719 Morris Avenue South and is zoned Residential 8 (R-8) units per net acre. The site currently contains a single family home an accessory dwelling unit and a detached garage. The exiting home and accessory dwelling unit is proposed to be maintained on future Lot 2. The lots range in size from 8,050 square feet to 10,280 square feet. The development would gain access from Morris Avenue South in the form of three curb cuts. Twelve trees exist on the site of which 8 are proposed to be retained_ The site contains coal mine hazards as such a geotechnical report has been submitted with the application. A 4 -foot right-of-way dedication is required however no street frontage improvements are proposed. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Probable Probable More Environment Minor Major information impacts impacts Necessary Earth Air Water Plants Lond/Shoreline Use Animals Environmen tai Health Energy/ Natural Resources Element of the Environment Probable Probable More Minor Major Information impacts Impacts Necessary Housing Aesthetics _LiqhtlGlGre Recreation Utilities TransErrtation Public Services Historic/culturol Preservation Airport Environment 10,000 Feet 14,000 Feet �VL L21ZIL B. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areasw re additional information is n eded to properly assess this proposal. Signature of Director or Authbrize6 Representative Date a . ) FIRE & EMERGENCY SERVICES DEPARTMENT.. ; 5{' ,._ M E M O R A N D U M DATE: June 21, 2012 TO: Vanessa Dolbee, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Jassen Short Plat Environmental Impact Comments: 1. The fire mitigation impact fees are currently applicable at the rate of $488.00 per single family unit. This fee is paid prior to recording the plat. Credit will be granted for the existing home to be retained. Code Related Comments: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300 -feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. Existing hydrants can be counted toward the requirements as long as they meet current code, including 5 -inch storz fittings. 2. Fire department apparatus access roadways are required to be 20 -feet minimum pavement width. 1124 __.-w City of Renton Department of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: coMMENTSDUE: JULY 3, 2012 APPLICATION NO: LUA12-045, ECF, SHPL-A DATE CIRCULATED: JUNE 19, 2012 APPLICANT: Larry Jassen PROJECT MANAGER: Vanessa Dolbee PROJECT TITLE: Jassen Short Plat PROJECT REVIEWER: Jan Illian SITE AREA: 27,035 square feet EXISTING BLDG AREA (gross): 1,620 square feet LOCATION: 1719 Morris Avenue S PROPOSED BLDG AREA (gross) 2,500 square feet SUMMARY OF PROPOSAL: The applicant is requesting SEPA Environmental Review and Short Plat approval for the subdivision of a 27,035 square foot lot into three lots resulting in a density of 4.9 units per acre. The subject site is located at 1719 Morris Avenue South and is zoned Residential 8 (R-8) units per net acre. The site currently contains a single family home an accessory dwelling unit and a detached garage. The exiting home and accessory dwelling unit is proposed to be maintained on future Lot 2. The lots range in size from 8,050 square feet to 10,280 square feet. The development would gain access from Morris Avenue South in the form of three curb cuts. Twelve trees exist on the site of which 8 are proposed to be retained. The site contains coal mine hazards as such a geotechnical report has been submitted with the application. A 4 -foot right-of-way dedication is required however no street frontage improvements are proposed. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Probable Probable More Environment Minor Major information Impacts impacts Necessary Earth Air Water Plants tand/shoreline Use Animals Environmental Heolth Energy/ Natural Resources B. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Housin Aesthetics Light/Glare Recreation Utilities Trans ortotion Public Services Historic/Cultural Preservation Airport Environment 10,000 Feet 14,000 Feet Al�" /V-( We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to prqperly assess this proposal. e 0/ A -7l /z Signature of Director or Authorized Representative Date City of Renton Department of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: NM , COMMENTS DUE: JULY 3, 2012 APPLICATION NO: LUA12-045, ECF, SHPL-A DATE CIRCULATED: JUNE 19, 2012 APPLICANT: Larry Jassen PROJECT MANAGER: Vanessa Dolbee SIV PROJECT TITLE: Jassen Short Plat PROJECT REVIEWER: Jan Illian EL}' SITE AREA: 27,035 square feet EXISTING BLDG AREA (gross): 1,620 square feet LOCATION: 1719 Morris Avenue S PROPOSED BLDG AREA (gross) 2,500 square feet SUMMARY OF PROPOSAL: The applicant is requesting SEPA Environmental Review and Short Plat approval for the subdivision of a 27,035 square foot lot into three lots resulting in a density of 4.9 units per acre. The subject site is located at 1719 Morris Avenue South and is zoned Residential 8 (R-8) units per net acre. The site currently contains a single family home an accessory dwelling unit and a detached garage. The exiting home and accessory dwelling unit is proposed to be maintained on future Lot 2" The lots range in size from 8,050 square feet to 10,280 square feet. The development would gain access from Morris Avenue South in the form of three curb cuts. Twelve trees exist on the site of which 8 are proposed to be retained. The site contains coal mine hazards as such a geotechnical report has been submitted with the application. A 4 -foot right-of-way dedication is required however no street frontage improvements are proposed. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Probable Probable More Environment Minor Major information Impacts Impacts Necessary Earth Air Water Plants Land/Shoreline Use Animals Environmental Health Energy/ Natural Resources B. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS Element of the Probable Probable More Environment Minor Major information Impacts Impacts Necessary Housing Aesthetics Light/Glare Recreation Utilities Transportation Public Services Historic/Cultural Preservation Airport Environment 10,000 Feet 14,000 Feet We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas whergiadditional information is needed to property assess this proposal. b Signature of Director orXuthorized Representative Date City of L a^ I NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON -SIGNIFICANCE -MITIGATED (DNS -M) A Master AppllcatieA has been filed and accepted whh the Department of Carom unity a Economic Development (CII Plannl.,idwislon orthe City of Renton. The Following brie Ry descrtbas the app Dcatlon and the necessary Public AppPo s. DATE OF NOTICE OF APPUCATIONI line 19, 2912 LAND USE NUMBER: LUA12-O4$, ECF, SNPL-A PRg1ECT NAME: Jessen Shi Plat PROJECT DESCRIPTION: The applicant is requesting 5EPA FnvlronmeAW Review and Short Fiat approval fort he su bd Wtsion of a 27035 squarefool lot Into three lots resultingin a dens4tV.14.9 a nit peracre. The subjert site is kocaled at 1719 Morris Avenue South and is -ed Re i dentl.I g JR -81 units per rut acre. The site currently eantaini a single family home an aaessory dwelling unit and a detached garage. The e7lting home and accessary dwelling unt is proposed to be maintained on hours Lot 2. The lots range in site from 6,050 square feet to L1}.EIR7 square leer. The derdapment would 8aln access from Morris Avenue South In the Form o1 [fire. curs cu Ls. Tweb,etrees erdston the site of which 9 are proposed to be retained. The site contalns coal o In hazards as forh a geotechnkal report has been susmitted with the appTcaVon. A Vital right-of-way dedication is required however no street frontage improvements are pr.posed. PROJECT LOCATION: 1)19 Monts Avenu. 5 OPTIONAL DETERMINATION OF NON -SIGNIFICANCE, MITIGATED (DNS -M): As the Lead Agency, the CitThe ereof tcrt has das etermined that slgnl .1 ernInn ntal Impans are unlikely to result fthe PropDnid project permitted under the RCW 43.21[.110, the City of Ran," is ui 7rrg the Optional ONS M process to give nonce that a ITNS- M is likely to be issued. Comment periods for the project and the proposed DNS -M are Integrated into a single comment period. There will be rte wmmenr period following the issuance of the Threshold DeterminatEon of Nor r- -,re IONS-M}, ALq-day appeal period will folle, the Issuance ofthe DNS -M. PERMIT APPUCATION DATE: lucre 5.2112 NOTICE OF COMPLETE ApPLICATION: lune 19, 2012 APPLICANTIPRCi CONTACT PERSON: Terry Wilson,Bar' hausen Consulting Engines; L9215 72' Auerlue S; Kent. wA 911032 Permits/Rerlaw Requested: Envlronmenhl(SEPA)Finn—, Adminlitrative Short Plat Review Other Perrnits which mei, be r.q.INi Building and Construction Permits Requested Studles: Techi IAFoE, ielon end Geoteehnlal Reports Location where application may be rwiewed: Department of ComrrWAlTy■ Eranomis O—I pori CED) - Planning DWWici S;I Floor Renton City Nati,1055 South Grady W eY, Mrton, WA 98057 pVBUCNEARiNG: N/A If you would like to be made a party .f rei to rerem lve further inforation on this proposed peJect complete this Ment and .hien to: City of Renton, CED- Planning DiWsion, 1055 50. Grady way, Renton, WA 98057. Name/File No.: JII Shot Plet/LUA12-045, ECF, SNPL-A NAME: MAILING ADDRESS: TELEPHONE NO.: _ CCN5157ENCY OVERVIEW: Zoning/and um: —heSabjd,site i5 designated Residential Single E.dniy(R$F) on the Llty of Rection Comprehensive land Use Map and ReSidenlial- R jR-81 dwelling units pec ace on the City, Zoning Map. Emlr.nma Mal Documents that Evaluate the Proposed Project: _nvirenmental (SEPA) C!,ii ll,t D—iii.pri RegulaHans Died For Project Mitigation: the proiect will be l objectto theCitl/s SEPA.roinance, RMC 4.3-05D; RMC 4-7. 070. RMC 4 2410 and other applirabe codes and regaI.LI.ns as appmprlate. PrpPosed Mltlgatlo. 1i.... The fullowing Mitigation Measures will RFely be Imposed on the proposed project. These reCOn hell d Mitigation Measures sui project Impacts not covered by eai5ting codes and regulations as cited above. • The irld tar rAnfl comply wkh the reWrd..,ol tion Included in the Geotechnical Evoludtion, prcpored by A15XI.red Eorth Scienter, low, datedlenuary, 9 2007. COmtnems on the adore application must M submitted In welting SO Vanessa Ocii Senior Planner, CEO - Planning DIwelon, 1055 South Brady Way, Renton, WA 90057, by 5:00 PM on July 1, 1012, If you have questions about this proposal, or wish to be made a party of record and rerelve addltlnnel'wllflcadon by mail, contact the Fri- Manager. Anyone who submits wr{tten comments will automats ally become a parry of retard and will be nohRed of any decision on IN, project. CONTACT PERSON: Vanessa DDlbee, Senior Planner; Tel: (425) 430-737.4; Ernl: vdolbee@rentonwa.gov PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I SITE � II�JLJ�,fI "__j Jj'f%�i� .( ll } of - en�on... � 0.EAY1013,'J4HEA� HcGUR`15 i CERTIFICATION I, Ott 1 _X 4 hereby certify that �_ copies of the above document were posted in . - conspicuous places or nearby the described property on Date:16 -4 Signed: ����� W,� V STATE OF WASHINGTON ) SS COUNTY OF KING � I certify that I know or have satisfactory evidence that V P S.sc- 'D it, i b ee signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: Y X '/y/ s' �s Lh1i►itN�N � � 'q QIF 1;L Notary Public in aid for the State of Washington Notary (Print): _f4 My appointment expires: 2cf CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 19th day of June, 2012, 1 deposited in the mails of the United States, a sealed envelope containing Acceptance, Notice of Application, Environmental Checklist, Site Plan documents. This information was sent to: Name Representing Agencies — Env. Checklist, NOA, Site Plan See Attached Daniel Jassen, Barak Levy Owners Larry Jassen Applicant Terry Wilson Contact 300' Surrounding Property Owners - NOA only See attached (Signature of Sender): !�1 STATE OF WASHINGTON }�ft } SS % _ �• _� COUNTY OF KING ) af�'pF I certify that I know or have satisfactory evidence that Stacy M. Tucker a1Mt signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: q 10 r Notary Publil in and for the State of Washington Notary (Print): , My appointment expires: Project Name: Jassen Short Plat Project Number: LUA12-045, ECF, SHPL-A template - affidavit of service by mailing AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) Dept. of Ecology ** WDFW - Larry Fisher* Muckieshoot Indian Tribe Fisheries Dept_ Environmental Review Section 1775 12th Ave. NW Suite 201 Attn: Karen Walter or SEPA Reviewer PO Box 47703 Issaquah, WA 98027 39015 — 172nd Avenue SE Olympia, WA 98504-7703 Auburn, WA 98092 WSDOT Northwest Region * Duwamish Tribal Office * Muckleshoot Cultural Resources Program Attn: Ramin Pazooki 4717 W Marginal Way SW Attn: Ms Melissa Calvert King Area Dev. Serv., MS -240 Seattle, WA 98106-1514 39015172 nd Avenue SE PO Box 330310 Auburn, WA 98092-9763 Seattle, WA 98133-9710 US Army Corp. of Engineers * KC Wastewater Treatment Division * Office of Archaeology & Historic Preservation* Seattle District Office Environmental Planning Supervisor Attn: Gretchen Kaehler Attn: SEPA Reviewer Ms. Shirley Marroquin PO Box 48343 PO Box C-3755 201 S. Jackson ST, MS KSC-NR-050 Olympia, WA 98504-8343 Seattle, WA 98124 Seattle, WA 98104-3855 Boyd Powers * Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Serv. City of Newcastle City of Kent Attn: SEPA Section Attn: Steve Roberge Attn: Mr. Fred Satterstrom, AICP 900 Oakesdale Ave. 5W Director of Community Development Acting Community Dev. Director Renton, WA 98055-1219 13020 Newcastle Way 220 Fourth Avenue South Newcastle, WA 98059 Kent, WA 98032-5895 Metro Transit Puget Sound Energy City of Tukwila Senior Environmental Planner Municipal Liaison Manager Steve Lancaster, Responsible Official Gary Kriedt Joe Jainga 6200 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98009-0868 Seattle Public Utilities Real Estate Services Attn: SEPA Coordinator 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 *Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the Environmental Checklist, Site Plan PMT, and the Notice of Application. **Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: sepaunit@ecy.wa.gov template - affidavit of service by mailing ~Parcel ID: 0348000165 Parcel ID: 0348000050 Parcel ID: 0348000095 UTTERSTROM THOMAS R & VICKI THAI NGHIEP+HONG HOA T DUON SLOTHOWER C E 603 S 18TH ST RENTON , WA 98055 Parcel ID: 0348000110 POLLARD LARRY D 504 S 18TH ST RENTON , WA 98055 Parcel ID: 0348000100 NGUYEN RI V+HAI T TRAN 1716 MORRIS AVE S RENTON , WA 98055 Parcel ID: 0348000035 VENISHNICK HOMER F+FRANCES 518 S 17TH ST RENTON , WA 98055 Parcel ID: 0348000025 MEAD DELORES A 604 S 17TH ST RENTON , WA 98055 Parcel ID: 0348000090 JACOBSON GORDON A+LINDA S 523 SOUTH 17TH ST RENTON , WA 98055 Parcel ID: 7222000333 RICHARDS BERT G 1705 MORRIS AVE S RENTON , WA 98055 Parcel ID: 7222000350 MARTIN CHER] L 1824 SHATTUCK AVE S RENTON , WA 98055 Parcel ID: 7222000205 CHAPMAN BETTY E PO BOX 1707 RENTON , WA 98057 Parcel ID: 7222000341 GROSZ WILLIAM M+DIANA J 506 S 17TH ST RENTON , WA 98055 Parcel ID: 0348000040 NORDQUIST ERIK 2033 DAYTON DR SE RENTON , WA 98055 Parcel ID: 0348000045 POWER -COOPER JEANETTE 0 1632 MORRIS AVE S RENTON , WA 98058 Parcel ID: 0348000120 SAVENCU CIPRIAN+DOINA 520 S 18TH ST RENTON , WA 98055 Parcel ID: 0348000105 JONES MARVIN DEAN+LUANNE 1722 MORRIS AVE RENTON , WA 98055 Parcel ID: 7222000336 YOUNGMAN GARY D 1720 SHATTUCK AVE S RENTON , WA 98055 Parcel ID: 7222000339 JASSEN DANIEL E 6215 HAMPTON RD S SEATTLE, WA 98118 Parcel ID: 7222000290 DRAKE JOSEPH P 1626 MORRIS AVE S RENTON , WA 98055 Parcel ID: 7222000331 KUBASTA ROSS A 517 S 17TH RENTON , WA 98055 Parcel ID: 0348000175 MACHEN LEANORE M 513 S 18TH ST RENTON , WA 98055 Parcel ID: 0348000085 MOE-SHORT ERIN I+LARRY R 607 S 17TH ST RENTON , WA 98055 Parcel ID: 0348000080 RONQUILLO NATHAN 613 S 17TH ST RENTON , WA 98055 Parcel ID: 0348000115 BARTLETT CRAIG+SMITH ROSE R 510 S 18TH ST RENTON , WA 98055 Parcel ID: 7222000339 JASSEN DANIEL E 6215 HAMPTON RD S SEATTLE, WA 98118 Parcel ID: 7222000347 LOCH K L 1811 MORRIS AVE S RENTON , WA 98055 Parcel ID: 7222000337 SHFRAWE LISHAN 1713 MORRIS AVE S RENTON , WA 98055 Parcel ID: 7222000340 KIMMERLE MIKAL 1620 SHATTUCK AVE S 1728 SHATTUCK AVE S RENTON , WA 98055 RENTON , WA 98055 Parcel ID: 7222000346 Parcel ID: 7222000353 SCHMIDT THOMAS M+STACEY K R HOWE DONALD D 1726 SHATTUCK AVE S 1814 SHATTUCK AVE S 1817 MORRIS AVE S RENTON , WA 98055 RENTON , WA 98055 RENTON , WA 98055 1808 SHATTUCK AVE S 1818 SHATTUCK AVE S 505 S 18TH ST RENTON , WA 98055 RENTON , WA 98055 RENTON , WA 98055 Parcel ID: 3340401476 DALE ROBERT H+SHARON L 1814 DAVIS AVE S RENTON , WA 98055 Parcel ID: 7222000339 Parcel ID: 7222000335 Parcel ID: 3340401462 JASSEN DANIEL E PIRES VICTOR M+GRACE M STUFFLEBEAM MICHAEL C+ELIZA 6215 HAMPTON RD S 327 S 15TH ST 1705 SHATTUCK AVE S SEATTLE, WA 98118 RENTON , WA 98055 RENTON , WA 98055 Parcel ID: 3340401464 Parcel ID: 3340401465 Parcel ID: 3340401455 DO JAMES & NGUYEN TRUCLY DO JAMES+NGUYEN TRUC LY TNI DIAMBRI VICKI 1716 S DAVIS AVE 1711 SHATTUCK AVE S 1615 SHATTUCK AVE S RENTON , WA 98055 RENTON , WA 98055 RENTON , WA 98055 Parcel ID: 3340401472 Parcel ID: 3340401475 Parcel ID: 3340401470 HERGERT MARK E+KRISTEN H JONES SAMUEL+GERTRUDE ECHANIZ BRIAN L+ANNY P 1729 SHATTUCK AVE S 1731 SHATTUCK AVE S 1722 DAVIS AVE S RENTON , WA 98055 RENTON , WA 98055 RENTON , WA 98055 Parcel ID: 7222000326 Parcel ID: 7222000338 Parcel ID: 7222000345 GENEROSO DARLA M G SIMKULET GEORGE+E DEANNE ANDERSON SCOTT+AMY 1612 SHATTUCK AVE S 1721 MORRIS AVE S 1807 MORRIS AVE S RENTON , WA 98055 RENTON , WA 98055 RENTON , WA 98055 Parcel ID: 7222000339 Parcel ID: 7222000352 Parcel ID: 7222000204 JASSEN DANIEL E SHOLDRA STEVEN E UNDSDERFER DAVID 6215 HAMPTON RD S 1823 MORRIS AVE S PO BOX 3463 SEATTLE, WA 98118 RENTON , WA 98055 RENTON , WA 98056 Parcel ID: 7222000210 Parcel ID: 7222000327 Parcel ID: 7222000328 BARNES EUGENE H GUNTER PETER FRITZ STEPHEN 506 S 19TH ST 1625 MORRIS AVE S 430 E DAYTON ST RENTON , WA 98055 RENTON , WA 98055 SLATON , TX 79364 Parcel ID: 7222000330 Parcel ID: 7222000332 Parcel ID: 7222000325 RICHARDS DALE D+KARIN K MORAN ROBERT BRENNER BRIAN E 1631 MORRIS AVE S 1706 SHATTUCK AVE S 1619 MORRIS AVE S RENTON , WA 98055 RENTON , WA 98055 RENTON , WA 98055 Parcel ID: 7222000348 Parcel ID: 7222000351 Parcel ID: 0348000180 MONAHAN WILLIAM HAYES LEROY WOODWARD RYAN TORREY+FLOJO 1808 SHATTUCK AVE S 1818 SHATTUCK AVE S 505 S 18TH ST RENTON , WA 98055 RENTON , WA 98055 RENTON , WA 98055 Parcel ID: 3340401476 DALE ROBERT H+SHARON L 1814 DAVIS AVE S RENTON , WA 98055 City of sr ; NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON -SIGNIFICANCE -MITIGATED (DNS -M) A Master Application has been filed and accepted with the Department of Community & Economic Development (CED) —Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals, DATE OF NOTICE OF APPLICATION: June 19, 2912 LAND USE NUMBER: LUA12-045, ECF, SHPL-A PROJECT NAME: Jassen Short Plat PROJECT DESCRIPTION: The applicant is requesting SEPA Environmental Review and Short Plat approval for the subdivision of a 27,035 square foot lot into three lots resuiting in a density of 4.9 units per acre. The subject site is located at 1719 Morris Avenue South and is zoned Residential 8 (R-8) units per net acre. The site currently contains a single family home an accessory dwelling unit and a detached garage. The exiting home and accessory dwelling unit is proposed to be maintained on future Lot 2. The lots range in size from 8,050 square feet to 10,280 square feet. The development would gain access from Morris Avenue South in the form of three curb cuts. Twelve trees exist on the site of which 8 are proposed to be retained. The site contains coal mine hazards as such a geotechnical report has been submitted with the application. A 4 -foot right-of-way dedication is required however no street frontage improvements are proposed. PROJECT LOCATION: 1719 Morris Avenue S OPTIONAL DETERMINATION OF NON -SIGNIFICANCE, MITIGATED (DNS -M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110, the City of Renton is using the Optional DNS -M process to give notice that a DNS - M is likely to be issued. Comment periods for the project and the proposed DNS -M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non - Significance -Mitigated (DNS -M). A 14 -day appeal period will follow the issuance of the DNS -M. PERMIT APPLICATION DATE: June 5, 2012 NOTICE OF COMPLETE APPLICATION: June 19, 2012 APPLICANTIPROJECT CONTACT PERSON: Terry Wllson, Barghausen Consulting Engineers; 18215 72"' Avenue S; Kent, WA 98032 Permits/Review Requested: Environmental {SEPA} Review, Administrative Short Plat Review Other Permits which may be required: Building and Construction Permits Requested Studies: Technical Informatlon and Geotechnical Reports Location where application may be reviewed: Department of Community & Economic Development {CED) — Planning Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 PUBLIC HEARING: N/A If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED — Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/File No.: Jassen Short Plat/LUA12-045, LCF, SHPL-A NAME: MAILING ADDRESS: TELEPHONE NO.: CONSISTENCY OVERVIEW: Zoning/Land Use: The subject site is designated Residential Single Family {RSi on the City of Renton Comprehensive Land Use Map and Residential - S (1 dwelling units per acre on the City's Zoning Map. Environmental Documents that Evaluate the Proposed Project: Environmental {SEPA) Checklist Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA ordinance, RMC 4-3-050; RMC 4-7- 070, RMC 4-2-1IDA and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The following Mitigation Measures will likely be imposed on the proposed project. These recommended Mitigation Measures address project impacts not covered by existing codes and regulations as cited above. ■ The applicant shall comply with the recommendation included in the Geotel Evil prepared by Associated Earth Sciences, lne., doted )anuary, 9 2007. Comments on the above application must be submitted in writing to Vanessa Dolbee, Senior Planner, CED — Planning Division, 2055 South Grady Way, Renton, WA 98057, by 5:00 PM on July 3, 2012. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager, Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Vanessa Dol bee, Senior Planner; Tel: (425) 430-7314; li vdolbee@rentonwa.gov PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION SITE - I �f Denis Law Mayor City of', ! " # A 'i- ' r i Department of Community and Economic Development June 19, 2012 C.E."Chi p"Vincent, Interim Administrator Terry Wilson Barghausen,Consulting Engineers 1821572nd Avenue S Kent, WA 98032 Subject: Notice of Complete Application Jassen Short Plat, LUA12-045, ECF, SHPL-A Dear Mr. Wilson: The Planning Division of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. [t is tentatively scheduled for consideration by the Environmental Review Committee on July 9, 2012. Prior to that review,. you will be notified if. any additional information is required to continue processing your application.. Please contact me at (425) 430-7314 if you have any questions. . Sincerely, Vanessa Dolbee . Senior Planner cc: Daniel Jassen, Barak Levy / owner(s) Larry Jassen / Applicant Renton City Hall - 1055 South Grady Way - Renton, Washington 98057. rentonwa.gov De Mayo Law CIt� O June 19, 2012 Department of Community and Economic Development C.E. "Chi p"Vin cent, Interim Administrator Nancy Rawls Department of Transportation Renton School District 420 Park Avenue N . Renton, WA 98.055 Subject; Jassen Short Plat LUA12-045,.ECF; SHPL-A The City of Renton's Department of Community and Economic Development (CED) has received an application for a 3 -lot, single-family subdivision located at 1719 -Morris Avenue S. Please see the enclosed Notice of Application for further details.. In order to process this application, CED needs to know which Renton schools would be attended by children. living in residences at the location indicated above: Please fill in the appropriate schools on the list below and return this letter. to my attention, City of Renton, CED, Planning Division, 1.055 South Grady Way, Renton, Washington 98057 by ,July 3, 2012. Elementary School: Middle School: High School: Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes No Any Comments: Renton City Hall 1055 South Grady Way • Renton,Washington 98057 • rentonwa.gov Nancy Rawls Page 2 cf 2 June 19, 2012 Thank you for providing this important information. If you have any questions regarding this project, please contact me at (425) 430-7314. Sincerely, rt Vanessa Dolhee Senior Planner 7 12-- Clan) �, L)41 1 Z. - 0 V" -f City of Renton LAND USE PERMIT MASTER APPLICATIO PROPERTY OWNER(S) NAME: DANIEL JASSEN BARAK LEVY ADDRESS: 6215 HAMPTON ROAD SOUTH CITY: SEATTLE ZIP: 58118 TELEPHONE NUMBER: 206-795-9494 APPLICANT (if other than owner) � •'I V j � L Vcj COMPANY (if applicable): ADDRESS: C_ I f"I IV,z1-5 s S TELEPHONE NUMBER: L� 1 S _ L - S --� CONTACT PERSON NAME: LARRY JASSEN COMPANY (if applicable): ADDRESS: 6215 HAMPTON ROAD SOUTH CITY: SEATTLE ZIP: 98118 TELEPHONE NUMBER AND EMAIL ADDRESS: 206-795-9494 f homes2580@comcast-net i Of Penton 117�� 7`)Iq,F.Sjt�� JUN ' PROJECT INFORMATIO PROJECT OR DEVELOPMENT NAME: ?L-� PROJECTIADDRESS(S)ILOCATION AND ZIP CODE: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): __1 222 v4 —�33vr EXISTING LAND USE(S): r �r PROPOSED LAND USE(S): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable) ..- EXISTING ZONING: 7,16 16 PROPOSED ZONING (if applicable SITE AREA (in square feet): X73 S_ SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: le PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable) , y NUMBER OF PROPOSED LOTS (if applicable) 2 NUMBER OF NEW DWELLING UNITS (if applicable): N�VI/ � C'.1Documents and Settings\LJHomes\Loca1 Settingffemporan- lnternct Fi1es'k0LKD9Flmasterapp.doc P IJECT INFORMAT NUMBER OF EXISTING DWELLING UNITS (if applicable): 1 � SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): Z ,-00 +-1 SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): •?Lu SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): N DN ft v-" r -n N i PJ e. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): No ",;;- NET jNET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): t1i / ,A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): ION (on...med) -_— PROJECT VALUE: IS THE SITE LOCATED 1N ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): ❑ AQUIFIER PROTECTION AREA ONE ❑ AQUIFIER PROTECTION AREA TWO ❑ FLOOD HAZARD AREA sq. ft. ❑ GEOLOGIC HAZARD sq. ft. ❑ HABITAT CONSERVATION sq. ft. ❑ SHORELINE STREAMS & LAKES sq. ft. ❑ WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY _ (Attach legal description on separate sheet with the following information included) SITUATE IN THE $vs QUARTER OF SECTION 4 , TOWNSHIP , RANGE 5", IN THE CITY OF RENTON, KING tOUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) DANIEL JASSEN and BARAK LEVY , declare under penalty of perjury under the laws of the State of Washington that I am (please check one) X_ the current owner of the property involved in this application or the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. 1 Signature of Owner/Representative h Date Signature of Owner/Representative r Date STATE OF WASHINGTON ) SS COUNTY OF KING I certify that I know or have satisfactory evidence that�a signed this instrument and acknowledge it to beois erltheir free and voluntary act for the uses and purpose mentioned in the instrument. Dated ETAIN M. BASSERI STATE OF WASHOWON NOTARY PUBLIC IY COMMISSION EXFIMS 08-21-12 Notary Public in and for the`St'ate of Washington /-" Notary (Print): � � "Ss -e My appointment expires: ,L C:1Documents and SettingslL]fiamzslLocal Settings%Temporan Intemet Files101.KD9F%mas(erapp.d0e - 2 - City of Renton PROPERTY OWNER(S) NAME: ADDRESS: CITY: ZIP: TELEPHONE NUMBER' APPLICANT (if other than owner) IF NAME: COMPANY (if applicable): ADDRESS: CITY: ZIP: TELEPHONE NUMBER: CONTACT PERSON NAME: COMPANY (if applicable): ADDRESS: CITY: ZIP: TELEPHONE NUMBER AND EMAIL ADDRESS: PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): EXISTING LAND USE(S)- PROPOSED LAND USE(S): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable) EXISTING ZONING: PROPOSED ZONING (if applicable): SITE AREA (in square feet): SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: fry PROPOSED RE ENT *.UNITS PER NET ACRE (if appli ti e) 3 r; NUMBER OF PR QSFI0,,LOTS (if pplicable) NUMBER OF NEW DV19l 41NO Wt4VTS (if applicable): H:10ED1DWaTorms-Temp[ates%Self-Help HandoutsTlanning\maAcrapp.doc - 1 - 03111 PR(,.,�CT INFORMA" NUMBER OF EXISTING DWFLLING UNITS (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable). SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): Aft fiON (cvntinLW) PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): ❑ AQUIFIER PROTECTION AREA ONE ❑ AQUIFIER PROTECTION AREA TWO ❑ FLOOD HAZARD AREA sq. ft. ❑ GEOLOGIC HAZARD sq. ft. ID HABITAT CONSERVATION sq. ft. ❑ SHORELINE STREAMS & LAKES sq. ft. ❑ WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE QUARTER OF SECTION , TOWNSHIP RANGE , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Namels) ! e c_._A ►Q gS� c, ,C,) 190-A1L BEV y, declare under penalty of perjury under the laws of the State of Washington that I am (please check one) _K the current owner of the property involved in this application or the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. � Signature of OwnerlRepresentative�-ALAe"77-%,%e Signature of Owner/ eprese-ii 77`--'- 'Da C/-" STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that La i e vl Le 5 signed this instrument and acknowledge it to be histherftheir free and voluntary act for the uses and purpose mentioned in the instrument_ CA Notary Public in and for the State of Washington Notary (Print): My appointment. expires: H:10ED\Data\Forms-TemplateslSelf-Help HandoutsTlanninolmasterapp.dm - 2 - 03111 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: DANIEL JASSEN, hereinafter referred to as PRINCIPAL, does hereby appoint Lawrence Jassen as his true and lawful attorney. In principal's name, and for principal's use and benefit, said attorney is authorized hereby: To enter into any documentation for the purpose of purchasing, selling or managing that property identified as 1719 Morris Avenue South in the city of Renton, King County, Washington (the "subject property") including, but not limited to, any and all documentation required to be entered by PRINCIPAL as purchaser, seller or manager of the subject property. LEGAL DESCRIPTION: The east half of lots 58 and 59 of Plat No. 2 of Renton Co-operative Coal Company's Acre Tracts According to the Plat Thereof Recorded in Volume 9 of Plats, page 27 in King County, Washington, Except the South 65 Feet of Said Lot 59 and Except the North 61. Feet of Said Lot 58. Giving and granting to said attorney full power and authority to do all and every act and thing whatsoever requisite and necessary to be done relative to any of the foregoing as fully to all intents and purposes as principal might or could do if personally present. All that said attorney shall lawfully do or cause to be done under the authority of this power of attorney is expressly approved. Dated: March 28* 2012 Daniel Jassen I certify that I know or have satisfactory evidence that DANIEL JASSEN is the person who appeared before me and said person acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the use and purposes mentioned in this instrument. STAN M. BASSERI STATE OF WASW4GTON NOTARY PUBLIC MY COMMISSION EXPIRES 08-21.12 Dated: NOTARYP LSC Resides at: t ••� MY Com on expires on: POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: BARAK LEVY, hereinafter referred to as PRINCIPAL, does hereby appoint Lawrence Jassen as his true and lawful attorney. In principal's name, and for principal's use and benefit, said attorney is authorized hereby: To enter into any documentation for the purpose of purchasing, selling or managing that property identified as 1719 Morris Avenue South in the city of Renton, King County, Washington (the "subject property") including, but not limited to, any and all documentation required to be entered by PRINCIPAL as purchaser, seller or manager of the subject property. LEGAL DESCRIPTION: The east half of lots 58 and 59 of Plat No. 2 of Renton Co-operative Coal Company's Acre Tracts According to the Plat Thereof Recorded in Volume 9 of Plats, page 27 in King County, Washington, Except the South 65 Feet of Said Lot 59 and Except the North 61 Feet of Said Lot 58. Giving and granting to said attorney full power and authority to do all and every act and thing whatsoever requisite and necessary to be done relative to any of the foregoing as fully to all intents and purposes as principal might or could do if personally present. All that said attorney shall lawfully do or cause to be done under the authority of this power of attorney is expressly approved. Dated: March 28`h 2412 Barak Levy I certify that I know or have satisfactory evidence that BARAK LEVY is the person who appeared before we and said persona wo l ged that he signed this instrument and acknowledged it to be his free and voluntary act for the use and purposes mentioned in this instrument. STAN M. BASSERi STATE Of WASHINGTON NOTARY PUBLIC MY COMMISSION EXPIRES 08-21-12 Dated: NOTARY PIIB1 C Resides at. 5Q^tt1L?_- My com�is�ion expires on: 7 2t7/ "ROPERTY MANAGEMENT AGREI :NT PREFACE: Larry Jassen has been performing all o� the duties of property manager as described below under implied consent since the cu, rent owners purchased the property on February 22, 2011. This agreement delineates that 'mplied consent into a written document. This Agreement is made and entered in this 1" day :,f April 2012, between Daniel Jassen and Barak Levy, hereinafter called "Owners", and Larry Jassen, hereinafter called "Manager". Owners hereby employ the services of the Manager to manage, operate, control, rent and lea3e the following property: 1719 Morris Ave S, Renton 4'JA 98055, consisting of 1719A (Large Home), 1719E (Cottage) and a free standing garage. Responsibilities of Manager: The Owners hereby appoint Manager as his lawful agent with full authority to do any and all lawful things necessary for the fulfillment of this Agreement, including the following: 1. To collect all rents due and as they become due, giving receipts therefore; to render to the Owners a monthly accounting of rents received and expenses paid out; and to remit to the Owners all income, less any sums paid out. 2_ To make or cause to be made all decorating, maintenance, alterations and repairs to said property and to hire and supervise all employees and other labor for the accomplishment of same. 3. To advertise the property and display signs thereon; to rent and lease the property; to sign, renew and cancel rental agreements and leases for the property or any part thereof; to sue and recover for rent and for loss of or damage to ar )- part of the property and/or furnishings thereof; and, when expedient, to compromise, settle and release any such legal proceedings or lawsuits. Liability of Manager: Owners hereby agree to hol(I Manager harmless from any and ail claims, charges, debts, demands and lawsuits, including attorney's fees related to his management of the herein -described property, and from any liability for injury on or about the property which may be suffered by any employee, tenant or guest upon the property. Manager is the father of Owner Daniel Jassen The,z is no management fee. However, compensation may be paid for duties beyond the sc.)pe of management described above, such as supervisory duties of rehabilitation and renewal c.' property, at the rate of $20.00 per hour, or at such rate as may be established by Owners and Aanager. Term of Agreement: The term of this Agreement commenced on the 22nd day of February, 2011, Upon expiration of the above initial term, this Agreement was and shall be in the future automatically be renewed and extended for a like pE -iod of time unless terminated in writing by either party 30 days prior to the date for such renew -.41 - This Agreement may also be terminated by mutual agreement of the parties at any time upon payment to Manager of all fees, commissions and expenses due Manager under terms of this Agreement. Extent of Agreement: This document represents tha jre.Agreem b0tween the parties. 7' Daniel Jassen, Owner75% ' ( ) Date La rryssen, Manager ©ate Barak Levy, Owner (25% Date 01� CAGO TITLE INSURANCE COMP Order No.: 1335499 SHORT PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION THE EAST ONE-HALF OF LOTS 58 ANIS 59 OF PLAT NO. 2, RENTON CO-OPERATIVE COAL COMPANY'S ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 27, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 65 FEET OF SAID LOT 59; AND EXCEPT THE NORTH 61 FEET OF SAID LOT 58. PREAPPLICATION MEETING FOR. JASSEN SHORT PLAT PRE.APPLICATON �'''' LJ`I 1719 MORRIS AVE S CITY OF RENTON Department of Community and Economia Development. Planning Division PREI I -03.7 August 23, 2011 Contact Information: Planner: Vanessa Dolbee Phone: 425.430.73144 Public Works Reviewer: San Illian Phone: 425.4.30.7216 Fire. Prevention Reviewer: Dave Pargas Phone: 425.434.7023 Building Department Reviewer: Craig Burnell Phone: 425.430.729.0 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when. you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager (planner) to have it pre- screened before making .all of the. required copies. The pre -application meeting Is informal and non-binding.. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the. development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The: information contained in this summary is subject to .modification and/or concurrence by official decision --makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community and Economic. Development Administrator, Public Works Administrator and City Council). � .Y CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE_ August 23, 2011 T4: Vanessa Dolbee, Associate Planner FROM. David Pargas, Assistant Fire Marshal SUBJECT: PRE11-037,. Preliminary Comments for Jassen Short Plat I__ The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,500 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300=feet .of the proposed buildings and two hydrants. if the fire flaw goes up to 1,500 gpm_ Existing hydrants can be counted toward the requirement as long as they Meet current code, including 5 -inch storz fittings. 2_ The fire mitigation impact -fees are currently applicable at the rate of $488.00 per single family unit_ This fee is paid prior to recording the. plat. Credit towards the mitigation fee is granted when structures are removed. For credit to be granted the structures being removed must be similar to those being replaced. Plan 3 and 4 the applicant submitted discloses homes that may possibly be removed_ 3. Fire depaTtuent apparatus access roadways. are required to. be minimum 20 - feet wide fully paved; with 25 -feet inside and. 45 -feet outside turning radius. Fire access roadways shall be constructed to support a 30 -_ton vehicle with 322 -psi point loading. Access is required within I50"feet of all' points on the buildings. The shown turnaround shall require a foil 90 -foot diameter cul- de-sac turnaround. Hammer head turnarounds are allowed. for streets less than .3 00 -feet long:. See attached. detailed sheet on. hammer head turnaround requirements. Jassen 5hart Plat Cit}• of DEPARTMENT OF COMMUNITY C .rev' AND ECONOMIC DEVELOPMENT M E M o R a N D U M DATE: August 23, 2011 TO: Pre -application File No. 11-037 FROM; Vanessa Dolbee, Senior Planner SUBJECT. Jassen Short Plat General: We have completed... preliminary review of the pre -application for the above - referenced development proposal. Thefollowing comments' on development and permitting issues are based on the pre -application submittals made to the City of Denton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision -makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator;.Planning Director, Development Services Director, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code.. The bevelopme.nt. Regulations.are available for purchase for $50.00 plus tax; from. the Finance Division on the first floor of City Hall or online at Www.rentonwa-gov Project Proposal, The subject property is located at 1719 Morris. Avenue South, parcel number 7222000339. The project site totals 27,060 square feet (0.62: acres) in area and is. zoned Residential -8 dwelling units per net acre (11-8). The applicant has providedfour different proposals to subdivide the existing parcel into 3 to 5 lots, identified as Proposal #i1, #2, 42, and ##4 herein. Proposal ##1 would divide the site into three lots all lots gaining access from Morris Avenue South- Proposal #2 would divide: the site into four lots; lots. 1, 3, and 4 would gain direct access from Morris Avenue South and lot 2 would gain access via a. private access. easement through lot 1. Proposal 43 would divide the site into four lots all four logs gaining access via an internal 213 -foot wide Road A. Proposal #4 would divide the site into 5 lots, all lots gaining access via and internal IS - foot wide road. Current Use: The property currently is developed with a two single family homes and a dethatched garage. The applicant would like to retain the existing homes on one tax parcel number. Zoning/Density Requirements: The subject property is zoned Residential-8.dwelling units per acre (R-8). The density range required. in the R-8 zone is a minimum of 4.0 to a hi\reci\planning`current plannin&tea pps\1 037.vanessa\preop-037, jassen Short plat, 3 -5 -Jot, coalmine, r-a.doc Jassen Short Plat, PRE11-037 Page 2 of 7 August 23, 2011 maximum of 8.0 dwelling units per acre (du/ac). The area of public and private streets and critical areas would be deducted from the gross site area to determine the "net" site area prior to calculating density: The applicant did not provide density calculations with the application; however staffs calculation of gross density would be as follows: Proposal Dwelling units per gross acre Proposal. #1 (3 lots) 4.83 du/ac Proposal #2 (4 lots) 6.44 du/ac — Proposal #3 (4 lots) 6.44 du/ac _ Proposal #4 (5 lots) 8.04 du/ac Taking.into account access easements and/or -roads the subjectsite's net.density would likely Very significantly from the gross density calculations above.. At the time of formal application the applicant will be required to submit a Density Calculation Worksheet indicating the allowable net density for the proposed site. Development Standards: The project would be subject to RMC 4-2-110A; "Development Standards for Single Family Zoning Designations" effective at the time of complete application. A copy of these standards is included herewith. The R-8 zone permits one primary single-family residence per lot. An Accessary Dwelling, Unit (ADW is permitted via. an -Administrative Conditional Use Permit. If approved, ADU's are limited to 800 square feet; among other development standards. Please find ADU standards included herewith. Minimum Lot Size, Width and Depth –The minimum} lot size permitted in Zone R-8 is 5,000 square feet for parcels less than one acre and minimum lot size for parcels over one acre. is 4,500 square feet. Minimum lot width is 50 -feet for interior and 60 -feet. for corner lots and the minimum lot depth is 65 -feet. Proposal . Minimum Lot Minimurn.iot width (50- Minimum lot Size (5,000 SF) feet or 60 -feet for corner depth (65 -feet) lots) Proposal #1(3 lots) Complies Complies Complies Proposal.#i2 (4 lots) Lots I & 2 do not Complies Complies comply. 3 & 4 are coriipliant. Proposal #3 (4 lots) Complies Complies The information provided, was inconsistent and compliance could not be verified_ h:lced\pianning,current planning\preapps\11-037.vanessayprcQl1-037, jassen short plat, 3 -5 -Int, coalmine, r-&doc Jassen Short Plat, PREI1- Page 3 of 7 August 23, 2011 Lot sizes, widths and depths would be verified at the time of formal application. Lot Configuration -one of the following is required: 1. Lot width variation of 10 feet (10') minimum of one per four (4) abutting street - fronting lots, or 2. Minimum of four (4) lot sizes (minimum of four hundred (40.0) gross square feet size difference), or y 3. A front yard setback variation of at least five. feet (5') minimum for at least everyfour (4) abutting street fronting lots.. i Building Standards — The. R -s zone allows a maximum building coverage of 35% of the lot area or 2,500 square feet, whichever is greater for lots over 5,000.. square feet in size and 50% of the lot area for lots 5,000 square feet or less. Building height is restricted to 30 feet. Irripervious surface coverage.is restricted to 75% of the lot. area. Compliance with building standards will be determined at the time of building permit reitiew for any new structures. Setbacks -=Setbacks are the minimum required distance between the building footprint and the property line and any private.access easement. The required setbacks in the Zone R-8 are: Front yard —15 feet for the primary structure and a minimum or for a unit with alley l --access garage, the front yard setback of the primary structure may be reduced to 10 ft. if all parking is provided in the rear yard of the lot with access from a public right-of-way or alley; yard —20 feet; and Sido.yatel-s —5 feet, xcept 15-feeifor side yards along a street. 9' Propo'514f1-and?#2, propose to maintain both existing house A and B. Setback information. was not provided with the application,however based on staff's analysis it appears that bot .h' house A and B in bath. Proposal #1 and #2 would comply with the minimum setback standards. However, is should be noted that only one: residence is perm it per lot, with the exception of an approved Accessory Dwelling Unit. Residential Design and open Space Standards: Residential guidelines and standards are contained in RMC 4-2-115. A .handout indicating the applicable guidelines and standards is enclosed. As applicable to the R-8 zone t.he guidelines are: Garages The visual impact of; garages shall be minimized, while porches and front doors. shall be the emphasis: of the front of the home.. Garages shall be located in a manner that minimizes the presence of the garages and shall not be located at the end h-\ced\planningjrurrent plarininglpreapps117 037.vanes$a\pre01Z-037, jassen short plat,.3-5-lot, coalmine, r-8.doc Proposal #4. (5 lots) All lots are less All lots comply with the complies the 5,000 SF minimum standard except Lot 3,;a corner lot_ Lot sizes, widths and depths would be verified at the time of formal application. Lot Configuration -one of the following is required: 1. Lot width variation of 10 feet (10') minimum of one per four (4) abutting street - fronting lots, or 2. Minimum of four (4) lot sizes (minimum of four hundred (40.0) gross square feet size difference), or y 3. A front yard setback variation of at least five. feet (5') minimum for at least everyfour (4) abutting street fronting lots.. i Building Standards — The. R -s zone allows a maximum building coverage of 35% of the lot area or 2,500 square feet, whichever is greater for lots over 5,000.. square feet in size and 50% of the lot area for lots 5,000 square feet or less. Building height is restricted to 30 feet. Irripervious surface coverage.is restricted to 75% of the lot. area. Compliance with building standards will be determined at the time of building permit reitiew for any new structures. Setbacks -=Setbacks are the minimum required distance between the building footprint and the property line and any private.access easement. The required setbacks in the Zone R-8 are: Front yard —15 feet for the primary structure and a minimum or for a unit with alley l --access garage, the front yard setback of the primary structure may be reduced to 10 ft. if all parking is provided in the rear yard of the lot with access from a public right-of-way or alley; yard —20 feet; and Sido.yatel-s —5 feet, xcept 15-feeifor side yards along a street. 9' Propo'514f1-and?#2, propose to maintain both existing house A and B. Setback information. was not provided with the application,however based on staff's analysis it appears that bot .h' house A and B in bath. Proposal #1 and #2 would comply with the minimum setback standards. However, is should be noted that only one: residence is perm it per lot, with the exception of an approved Accessory Dwelling Unit. Residential Design and open Space Standards: Residential guidelines and standards are contained in RMC 4-2-115. A .handout indicating the applicable guidelines and standards is enclosed. As applicable to the R-8 zone t.he guidelines are: Garages The visual impact of; garages shall be minimized, while porches and front doors. shall be the emphasis: of the front of the home.. Garages shall be located in a manner that minimizes the presence of the garages and shall not be located at the end h-\ced\planningjrurrent plarininglpreapps117 037.vanes$a\pre01Z-037, jassen short plat,.3-5-lot, coalmine, r-8.doc Jassen Short Plat, PRF11-0-j7 Page 4 of 7 August 23, 2011 of view corridors. Alleyway access is encouraged. If used, shared garages shall be within an acceptable walking distance to the housing unit it is intended to serve. Primary En'tr)L-- Entrances to homes shall be a focal point and .allow space for social interaction. Front doors shall face the street and be on the fagade closest to the street. When a home is located on a corner. lot (i:e. at the intersection of two roads or the intersection of a road and a common space) a feature like a wraparound porch shall be used to reduce the perceived scale of the house and engage the street or open space on both sides. Facade Modulation — Buildings shall not have monotonous facades along public areas. Dwellings shall include articulation along: public frontages; the articulation may include: the connection.of an open porch to the building, -a dormer facing the street, or a well- defined entry element; Windows and Doors —Windows andfront doors shall serve as an integral part of the character of the home. Primary wirtidows shall be proportioned vertically rather than horizontally. Vertical windows rpay.be combined together to create a. larger window area.. Front doors shall he: a focal point of the dwelling,and be in scale with the home. All doors shall be of the same character as the home. Scale, Bulk, and Character A diverse streetscape shall be: provided by using elevations and models that demonstrate a variety of floor plans, home sizes, and character. Neighborhoods shall have a variety of home sizes and character. Roofs - Roofs shall represent a variety of forms and profiles that add character and relief to the landscape of the neighborhood. The use of bright colors, as well as, roofing that is made. ofmateriai like gravel and/or reflective material is discouraged. Eaves — Eaves should bedetailed and proportioned to complement the architectural style of the home. Architectural Detailing —Architectural detail shall be provided, that is appropriate to the architectural character of the house., Detailing iike.trim, Columns, and/or Carrier boards shall reflect the architectural character of the house. Materials and. Cblor 7 A diversity of materials and color shall be used on homes throughout the community. A variety of materials that are appropriate to the architectural character of the neighborhood shallbe tised. A diverse palette of colors shaft be used to reduce monotony of color or tone- Access/Parking., The primary access for all four proposals is via. Morris Avenue South_ However, Proposal #2 - #4 proposes additional access as follows.: Proposal Access Proposal #2 (4 lots) Lots 1, 3, &.4 are accessed from Morris Ave. S. Lot 2 is accessedvia a private. access easement through Lot 1. hA'ced\planningjGturrent planning\preapps�11 p37.vanessa\preOlf-03.7, jassen short plat, 3=5 -lot, coalmine, r-8.doc Jassen Short Plat; PRE11 �. Page 5 of 7 August 23, 2011 Proposal #3 (4 lots) All four lots are accessed via an internal Road A with a turnaround in the center. Road A is proposed to be 20 -feet wide. Proposal#4 (5 lots) All lots are accessed via a 15400t wide W nternal road. Driveways: The.maximum width of single loaded garage driveways shall not exceed nine. feet (9') and double loaded garage driveways shall not exceed sixteen feet (16'). The maximum driveway slopes cannot exceed 15% Driveways exceeding 8% slope are required to provide slotted drains at the lower end of the driveway. if the grade exceeds 15%, a variance is required. Parking: A minimum of 2 parking spaces per dwelling unit; however,1 per dwelling unit May be permitted for 1 bedroom or less dwelling: units. An additional parking space is required for an ADU. For lots abutting an alley; all parking areas and/or attached or detached garages shall not occur infront of the building and/or in the area between thefront lot line and the front building fine,• parking areas and garages mast occur at the rear or side of the building, and vehicular access shall be from the alley. Landscaping and Open Space: Ten feet (10') of on-site landscaping is required a.long all public street frontages,with the exception of areas for required walkways and driveways. Such landscaping shall include a mixture of trees, shrubs, and grvundcover'as approved by the Department of Community and Economic Development_. Min [mum planting strip widths betwegM the curb and sidewalk are established according to the street development standards of RMC 4-6-060. Street trees and, at a minimum; groundcover are to be located in this area when present. Street tree spacing standards shall. be as stipulated by the. Department of Community and Economic Development; provided there shall be a minimum of one street. tree planted per address. Any additional undeveloped right-of-way areas shall be landscaped unless otherwise determined by the Administrator of the Department of Community and Economic Development or designee. Broadleaf trees planted in residential zones must be a minimum of one and one-half inches (1.5") in diameter (dbh). Conifer trees at the time of planting must be fully branched and a minimum of six feet (6') in height. A conceptual landscape plan must be provided with the formal land use application as prepared by a registered Landscape Architect, a certified nurseryman or other certified professior}al. The plan shall show the minimum 10 -foot landxcaping.strip and street trees within the planting strip of each lot. Significant Tree Retention: A tree inventory and a tree retentiori plan along with a tree retention WOrksheet shall be.provided with the formal land use application. The tree h:lced`planning\current planning\preapps\11-037.vanessa\pre011-037, jaswn short plat; 3 -5 -lot, coalmine, r4doc: la5s6n Short Plat; PRE11-037 Page 6 of 7 August 23, 2012 retention pian must show preservation of at least 30 percent of significant trees, and indicate how proposed building footprints would be sited to accommodate preservation of significant trees that would be retained. If the trees cannot be retained, they may be replaced with mininnurn 2 inch caliper trees at a ratio of six to one. Critical Areas: The project site contains a High and. Moderate Coal Mine Hazard. ine Hazard: A Coal Mite Hazar& has been identified across the.subject parcel. The applicant shall provide a geotedanical.studyand coal Mitre assessment by a qualified professional.. The geotechnical'study must meet the requirements set Forth in the City of Renton Critical Areas Regulations, RMC 4-3-050. Copies of the geologic haiards portions of the critical Areas regulations have been included in.the folder of information given to the. applicant at the pre -application meeting. Environmental Review: Short subdivision less than nine lots and tracts are exempt from the Washington 5'tate Environmental Policy Act (SEPA) review. However, the presence of Critical Areas triggers SEPA Environmental Review; as such SEPA review would be required for the proposal. Permit Requirements: Short Pfau approval and SEPA Environmental. Review are required for the proposed project; the fee for a Short Plat is $1,400.00; the Environmental (SEPA) Review fee is $1,000.00. Please note that each of these land use permits has an additional 3 percent Technology Surcharge Fee. The:Short Plat process and will take approximately 6 -8 week to complete. Upon receipt of preliminary approval, the applicant must complete any required improvements; such as sidewalks, fire hydrants and gradlrrg: A.separate construction. permit is required for these Improvemeriits. The applicant must also satisfy any conditions of the preliminary approval before the short plat can be recdrded.. A separate submittal is required for the short plat: recording, however no fees are associated with thNssUbmlital. The newly created lots may be sold only after the short plat has been recorded. Th6 applicant can submit }dans for building permit review for new construction before the plat is recorded, however, the City can issue building pernnits only when the short plat has.t]een recorded. Fees: In addition to the applicable building and construction permit fees, the fallowing mitigation fees would be required prior to the recording of the plat. lmpactfees, which would replace mitigaddh fees _haay_ b_e_ad_opted prior to 6uifdinrr permit a�roval Crfwhich. ars aranlicanf may vest to imgactlmitiaction fees.. Those? fees have yet to be determined. s A Transportation Mitigation File based on $75.00 per each new average daily trip attributable to the project; • A Fire Mitigation Fee based on $488.00 per new single-family residence; and A Parks Mitigation Fee based on $530.76 per new single family lot. h_`ced\plannMgNcurrent planningipreapps\11-037.vanessa\pre011-037, jassen short plat, 3-5 lot, coalmine, r-8.doc lassen Short Plat, PRE11-0__ Page 7 of 7 August 23, 2011 A handout listing all of the Cit. Vs Developmentrelated fees is attached for your review. The Renton School Districtimpact fee is currently $6,300.00 per each new single family residence and is payable. prior to building permit issuance. Expiration: Upon preliminary short plat approval, the preliminary short plat approval is valid for two years with a possible one. -year extension. c[: Jennifer Henning h:\ced\planning\current planning\preapps\11-037.vanessa�preoll-037, jassen short plat, 3 -5 -lot, coalmine, r-8.doc DEPARTMENT OF COMMUNITY � � CAY of �f AND ECONOMIC DEVELOPMENT M EM a R A N D U M DATE: August 17, 2011 TO: Vanessa Dolbee, Planner FROM: Jan (Mian, Plan Review SUBJECT: Jassen Short Plat 1719 Morris Ave S. PRE 11-037 NOTE: The applicant is cautioned that information contained. in this summary is preliminary and non- binding and may be subject to modification and/or concurrence by official city decision -makers. Review comments may also need to be revised based on site planningand other design changes required by City staff or made by the applicant. 1 have completed a preliminary review for the above -referenced proposal. The following comments are based on the pre -application submittal made to the City of Renton by the applicant. Water 1. Water service is provided by the City of Renton. There is an 8 -inch water main in Morris.Ave..S. 2. System development fees for water are based on the size of the new domestic water meter that will serve the new horse on each new.rot. Fee for a %-inch water meter install is $x,236.00_ The existing home at 1719 Morris Ave S. is served by a YV water meter connected to the.water main in Morris Ave 5_ Credit will be given for the existing horse_ 3. Fees fora %-inch meter installed by the City are $2,260.00. 4. All new construction must have a fire hydrant capable of deliveringa minimum of 1,000 gpm and must be located within 300 feetof the structures. There are fire hydrants in the vicinity that may be counted towards the fire protection of this project, but are subject to verification for being wlihin 300 feet of the nearest corner of the buildings. A Storz "quick Connect" fitting will be required to be retrofitted on any existing hydrant approved to serve thie site. Sanitabf Sewer 1.. Seiner service is provided by the City of Renton. There is an 8 -inch sewer.main in Morris Ave S. The existing home at 2208 Jones Ave NE is connected to sewer. Jassen Shortelat PRE 11-037 Page 2 of 2 August 17; 2011 2. System development fee for sewer is based on the size of the new domestic water to serve the new bottles on each new lot. Sewer fee fora .- inch water meter install is $1,591.00. Storm Drainage 1. There is no improved drainage conveyance system in the Morris Ave S. z. A drainage plan and drainage report.will be required with thesite pian application. The report shall comply with the 2009. King County Surface Water Manual and the 2009 City of Renton Amendislents to the KCSWM, Chapters 1 and 2. All core and any special requirements small be contained in the report.. Based on the City's flow control reap, this site falls within the Flow Control Duration Standard, forested Conditions_ The drainage report will need to follow the area specific flow control requirements under Core Requirement #3. A geotechnical r the site is required.. Information on the water table and sail. permeability y � �--Iith recom ations.ofapp ate flow control BMP options, with typical designs. for the site from - echnical engineer, shall be su initted with the application. 4. A Construction Stormwater Pe"It from Department of Ecology is required if clearing and grading of the site exceeds one acre. 5.. Surface Water System. Development fees are $1,012 per each new lot. This is payable prior to issuance of the construction permit. Trartsportation/Sireet 3., Existing right-of=way width in Morris Ave S. is 45 feet. This. street has been identified as a Residential Access Street; To meet the City's new complete street standards, four feet (4') ofright-of-way will be - ..required be dedicated to the City. and street improvements fronting this,site ws lnc u e construction of a 75 -foot sidewalk, 8 -foot planter strip, curb, gutter, and.a total pavement width of 26 feet Applicant may -submit enof pOicationAo the ,C!ty.reque ting to waive the et frontage improvements if there no ex` is in the area _strevm -- - -- - Z. The maximum width of a single loaded garage driveway shall not exceed nine feet (9') and.a double - loaded garage driveway shall not exceed sixteen feet (16'). General Comments 1. Ali construction utility permits for drainage and street improvements will require separate plan submittals.. All utility plans shall conform to the Renton Drafting Standards. Pians siiall be prepared by a licensed Civil Engineer. 2. When the utility plans are Complete, please submit three (3).copies of the drawings; two (2) copies -of the drainage report, permit application, and an itemized. cost of construction estimate.and application fee at the counter on the sixth floor. 3'_. All subdivisions shall provide water; sewer, and storm stubs to each new lot prior to recording of the pias_. 4, Separate permit and fees will be required for the water meter installation, side sewer connection, and storm water:connection. H:/cEV/PJanning/Current Planning/13REAPPSfI1-637.Vanessa,171an Review Comments PRE 11-037.dot Denis Law -C�fiy of Mayor r—�r Department of Community and Economic Development Alex Pietsch, Administrator April 23, 2012 Mr. Larry Jassen Windemere Real Estate 3900 East Valley Road, Suite 200 Renton, Washington 98057 RE: - WAIVER REQUEST FOR FRONTAGE IMPROVEMENTS JASSEN SHORT PLAT, PRE 11-037 1719 MORRIS AVENUE SOUTH loll 5 201 Dear Mr. Jassen: On April 6, 2012, the Development Services Director approved your request to waive the Installation of curb, gutter, sidewalk and planter strips fronting the Jassen Short Plat on Morris Avenue South. Right-of-way dedication is.still a requirement of the short plat. The waiver request appears to meet review criteria for a partial waiver autliried in Renton Municipal Code (RMC) 4-9-2500. Due to the absence of similar improvements in the vicinity, the waiver is hereby granted as requested for Morris Avenue South. You have 14 days from the date of this letterto appeal the administrative determination in accordance with City code. Appeals are to be filed in writing, with the City Clerk and require a filing fee in the amount of $250,00. Appeals must be filed with the City Clerk before Monday, May 7, 2012 at 5:00 p.m. If you have further questions regarding this waiver, or the process to complete the recording of the short plat, please contact Jan lllian, Plan Reviewer, at 425-430-7216. Sincerely, Neil Watts, Director Development Services Division cc:;ayren:ittdck,Engineering5upervi;or Jan Illian, Pian Reviewer Arneta Henninger, Plan Reviewet i , cnortcrc -r- Fh ince C --+t, r--Az1AlAu a RPntnn. Wachinaton 98657 a rentonwa.gov PLANNING, DIVIS[ON WAR Z OF SUBMITTAL RE- U.. _:'ME 9T r fir r r F . LAND- USE APPLICATIONS r -This requirement may be waived by - 1. Property -Services PROJECT NAME: lJ ~ 2.. Public Wbrks Plan Review 3. Building. PATE: f 4_ Planning H:ICEDIDataWorms-TetnplateslSefi Help HandoutslPlanninglwaivemfswbmittalregs.xis .06709 - Calculations 1A. �6 C, Canstructia n Mitiga[[on Description zAraoa: I:CtC; u in Density Worksheet4 Dra€riage Reporfz r.. .3s4 OR E= vironmenfaf Checklfsta .0 Existing Easements (Recorded Copy) a ; i -Moor Plans 3AND a C,rariirnn Pian Cnnr-anfP ice] _ -This requirement may be waived by - 1. Property -Services PROJECT NAME: lJ ~ 2.. Public Wbrks Plan Review 3. Building. PATE: f 4_ Planning H:ICEDIDataWorms-TetnplateslSefi Help HandoutslPlanninglwaivemfswbmittalregs.xis .06709 01 -PLANNING DIVISION AIV,,," OF'SUBMITtAL° RE UImL ENTS OR LAND USEAPPLICATIONS s N Plat Name Reservation 4 Public Works.Approvai Lettere RUM Screening Detail¢ Stream or Lake Study, Standard 4 aNtiNE Stream or Lake Mitigation Plan 4 Title Reporter Plat Certificate 4 Traffic Study 2 Urban Design Regulations Analysis Wetlands Mitigation Pfan, Final 4 Wetlands Repo rt/Delineatian 4 Applicant Agreement Statemei Inventory of EXi�ting Sites 2 ANE Lease Agreement, Draft 2AND 3 Map of Existing Site Condition. Map of View Area 2 AND 3 Photosimulations a AND a This requirement may be waived by, 1. Property Services 2. Public Works Plan Review 3. Building 4. Planning D67D9 HnnClnfuts\Planindlwaive@fsubMiftiregs-Cls Project Narrative This project is a 3 -lot proposed Short Plat, with an existing single-family home and an accessory! dwelling unit to remain on proposed lot 2 of the Short Plat. The project's details are outlined below: The proposed name of the project is the "Jassen Short Plat." The address of the site is 1719 Morris Avenue South. The parent parcel size is 27,035. The Short Plat approval is the only known permit needed at this time, together with any civil construction permit based on the approval conditions. The zoning designation for the property and surrounding parcels is R -S. The site is currently being used as single family. There is an accessory dwelling unit to remain and a garage and shed to be removed. There are historic coal mines in the area; however, no other critical areas are known. According to report prepared by Associated Earth Sciences, the soils are high density, fine grained nature, with occurrence of bedrock. Accordingly, infiltration is not likely to be feasible. The completed Short Plat will add two new single family vacant lots to build on. Access for each lot in the Short Plat will be directly from Morris Avenue South. No off-site improvements are proposed. The cost of construction is unknown at this time, as is the fair market value of the project upon completion. No measurable fill or excavation is proposed. There are 12 total trees on site. Trees 1, 2, 3, and 10 are proposed to be saved; the remaining trees are proposed to be removed. 3 street trees are proposed to be added. A 4 foot road right of way dedication along the property frontage is proposed to the City of Renton. Construction Mitigation Description Short Plat infrastructure would likely occur in late 2012 or early 2013. New home could be permitted and construction could then occur in 2013. Hours and days of operation would be in keeping with city mandated hours. Transportation routes will likely travel from to and from the site on Morris Avenue South to S 15th St. to Benson. No special hours of constructed are anticipated and typical measures will be taken to minimize dust, dirt, noise, etc. DENSITY �9r'vi�fi,r WORKSHEET City of Renton Planning DivisionLT 7055 South Grady Way -Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7239 1. Gross area of property: 1. 7-710-3-S square feet 2. Deductions: Certain areas are excluded from density calculations. These include.- Public nclude: Public streets** Private access easements** Critical Areas* Total excluded area: 3. Subtract line 2 from line 1 for net area 4. Divide line 3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned 6. Divide line 5 by line 4 for net density: (�sl, square feet square feet square feet 2. (oS C: square feet 3. Z �,3-7Gj square feet 4. to I acres 5. -3 units/lots 6. _ _ = dwelling units/acre *Critical Areas are defined as "Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodways." Critical areas buffers are not deducted/excluded. ** Alleys (public or private) do not have to be excluded. HAForm \Y lanningldensity.doc - l - 03/08 City of Renton a TREE RETENTION WORKSHEET 1. Total number of trees over 6" in diameter' on project site: 1 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous2 trees Trees in proposed public streets 1_ trees Trees in proposed private access easements/tracts trees Trees in critical areas3 and buffers trees Total number of excluded trees: 3. Subtract line 2 from line 1: 2. trees 3. 1 1 trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, or R-8 0.1 in all other residential zones 0.05 in all commercial and industrial zones 4. -31 trees 5. List the number of 6" or larger trees that you are proposing5 to retain 4: 5. trees 6. Subtract line 5 from line 4 for trees to be replaced: 6. trees (If Ifne 6 is less than zero, stop Here. No replacement trees are required). 7. Multiply line 6 by 12" for number of required replacement inches: 7. inches 8 Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 8. Inches per tree 9. Divide line 7 by line 8 for number of replacement trees: (if remainder is .5 or greater, round up to the next whale dumber) 9. trees Measured at chest height. 2' Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified arborist, and approved by the City. 3. Critical Areas, such as wetlands, streams, floodplains and protected slopes, are defined in Section 4-3-050 of the Renton Municipal Code (RMC). 4. Count only those trees to be retained outside of critical areas and buffers. s' The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a 5. Inches of street trees, inches of trees added to critical areaslbuffers, and inches of trees retained on site that are less than 6" but are greater than 2" can be used to meet the tree replacement requirement. H:Division/Fonns/TreetZctentionNVorlcsheet 11/07 PLANNING DIVISION ENVIRONMENTAL CHECKLISi City of Renton Planning Division rrrpr ti n 1055 South Grady Way -Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 PURPOSE OF CHECKLIST. The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. - 1 - 06109 G:1Users%twilsonlDocumentsV3arghausen115715 Jassenlenvchlsl.doc A. BACKGROUND 1. Name of proposed project, if applicable: Jassen Short Plat 2. Name of applicant: Larry Jassen 3. Address and phone number of applicant and contact person: Terry Wilson, Barghausen Consulting Engineers, 425-656-7486 1821572 nd Ave S Kent, WA 98032 4. Date checklist prepared: 5-29-12 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing, if applicable): Short Plat Preliminary Approval 2012; Infrastructure in late 2012/early 2013; new homes sometime in 2013. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. 10 S. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Geotechnical Report and Coal Mine Hazard Report prepared by Associated Earth Sciences. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. ►M 10. List any governmental approvals or permits that will be needed for your proposal, if known. Short Plat Approval and possible Civil Construction Permit. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. - 2 - 06109 c:lusersvwilsonlDocumentslBarghausen115715 JasseMenvehlst.doc This project is a proposed 3 lot Short Plat. An existing single family home and an accessory dwelling unit are to remain. A garage and a shed are to be removed. The parent parcel site area is 27,035 square feet. The proposed lots range from 8,050 to 10,280 square feet. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The site is located at 1719 Morris Avenue South. S. 15th St. is located to the north. The property is in the SE % of Section 19 Township 23 Range 5. B. ENVIRONMENTAL. ELEMENTS 1. EARTH a. General description of the site (circle one); flat, rolling, hilly, steep slopes, mountainous, other Mostly flat. b. What is the steepest slope on the site (approximate percent slope?) 3% C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. High density, fine grained, and some bedrock. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. 10 e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. No measureable fill is proposed. f. Could erosion occur as a result of clearing, construction, or use? if so, generally describe. M g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? - 3 - 06/09 C:1UsersltwilsonlDocuments\Barghausen115715 Jassen`envchlst.doc 30-35% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Basic Erosion Control measures. 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. None anticipated from Short Plat other than typical related to infrastructure. b. Are there any off-site sources of emission or odor that may affect your proposal? If so, generally describe. M C. Proposed measures to reduce or control emissions or other impacts to air, if any: None. 3. WATER a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. None. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. N/A 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No S) Does the proposal fie within a 100 -year flood plain? If so, note location on the site plan. - 4 - 06109 C:1UsersltwilsonlDocumentslBarghausen115715 Jassenlenvchfst.doc M 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. BM b. Ground Water: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. FITIG, Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None C. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters, If so, describe. A vegetated flow path is proposed. 2) Could waste material enter ground or surface waters? If so, generally describe. No d. proposed measures to reduce or control surface, ground, and runoff water impacts, if any: A 25 foot vegetated flow path is proposed. 4. PLANTS a. Check or circle types of vegetation found on the site: _X deciduous tree: alder, maple, aspen, other _X evergreen tree: fir, cedar, pine, other shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eel grass, milfoil, other other types of vegetation -5- C:lUsersltwilson\DocumentslBarghausen115715 JassWenvchlst.doc 06109 b. What kind and amount of vegetation will be removed or altered? Some trees will be removed to accommodate future house construction. C. List threatened or endangered species known to be on or near the site. None known. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: A 25 foot vegetated flow path is proposed in the rear yards of proposed lots 1 and 2. S. ANIMALS a. Circle any birds and animals, which have been observed on or near the site or are known to be on or near the site: None Birds: hawk, heron, eagle, songbirds, other Mammals: deer, bear, elk, beaver, other Fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None C. Is the site part of a migration route? If so, explain None known d. Proposed measures to preserve or enhance wildlife, if any: N/A 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electric and gas. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. Zno C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: None -6- C:1UsersltMisontiDocuments%Barghausen115715 Jassenlenvchlst.doc 06109 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. (ice 1) Describe special emergency services that might be required. Standard emergency services for single family residential. 2) Proposed measures to reduce or control environmental health hazards, if any: None b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short term infrastructure construction and building of houses. 3) Proposed measures to reduce or control noise impacts, if any: Typical hours of operation limitation for construction activities. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Single family b. Has the site been used for agriculture? If so, describe. No C. Describe any structures on the site. Existing house, accessory dwelling unit, shed, garage. d. Will any structures be demolished? if so, what? Shed and garage e. What is the current zoning classification of the site? 0. .7- C:1UsersltwilsonlDocuments%BarghausenlI5715 Jassenlenvchlst.doc 06109 f. What is the current comprehensive plan designation of the site? RSF g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Coal Mine L Approximately how many people would reside or work in the completed project? 3 single family households (1 existing) plus 1 accessory existing dwelling unit j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: N/A I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Project will comply with current zoning 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. 2 additional middle class homes b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. none C. Proposed measures to reduce or control housing impacts, if any: none 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. 30 foot maximum for single family residential per zoning. - 8 - 06109 C.lUsersltwilsonlDocuments\Barghausen115715 Jassenlenvchlst.doc b. What views in the immediate vicinity would be altered or obstructed? None C. Proposed measures to reduce or control aesthetic impacts, if any: N/A 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None b. Could light or glare from the finished project be a safety hazard or interfere with views? None C. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: N/A 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Public Tennis courts to the south of property b. Would the proposed project displace any existing recreational uses? If so, describe. No C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: N/A 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national state, or local preservation registers known to be on or next to the site? If so, generally describe. None - 9 - 06109 C:(Users%Wlson%DocumentslBarghausen115715 Jassen%envchlst.doc b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. "l C. Proposed measures to reduce or control impacts, if any: N/A 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Benson to S 15th St to Morris Ave S b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Benson (2-3 blocks) C. How many parking spaces would the completed project have? How many would the project eliminate? Create 2 per new lot (including relocated stalls from garage removal)- none eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private? M e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. no f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. 2 new single family residences g. Proposed measures to reduce or control transportation impacts, if any: None 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. 2 new single family residences b. Proposed measures to reduce or control direct impacts on public services, if any. -10- osias C:\Usersktwilson}Documents\Barghausen115715 Jassenlenvchlst.doc None 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. All (except septic) b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. City of Renton water and sewer, PSE, Century Link C. SIGNATURE I, the undersigned, declare under penalty of perjury under the laws of the State of Washington that to the best of my knowledge the above information is true, correct, and complete. It is understood that the lead agency may withdraw any declaration of non -significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent Signature: )— .— iJ___.� Name Printed: vv r Ls Date: 6– `1 –� 06/09 G:1UsersltwilsonlDocumenislBarghausen\15715 Jassen5envchlst.doc D. SUPPLEMENTAL SHEETS FOR NONPROJECT ACTIONS (These sheets should only be used for actions involving decisions on policies, plans and programs. You do not need to fill out these sheets for project actions. Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Vegetated flow path proposed along rear of lots. Proposed measures to avoid or reduce such increases are: None 2. How would the proposal be likely to affect plants, animals, fish, or marine life? No impact Proposed measures to protect or conserve plants, animals, fish, or marine life are: N/A 3. How would the proposal be likely to deplete energy or natural resources? None Proposed measures to protect or conserve energy and natural resources are: N/A 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, flood plains, or prime farmlands? None Proposed measures to protect such resources or to avoid or reduce impacts are: N/A 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? None -12- 06109 C:\UsersltWilson%DocumentslBarghausen115715 JassWenvchlst.doc A 7. Proposed measures to avoid or reduce shoreline and land use impacts are: N/A How would the proposal be likely to increase demands on transportation or public services and utilities? 2 new single family households. Proposed measures to reduce or respond to such demand(s) are: None Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. None SIGNATURE I, the undersigned, declare under penalty of perjury under the laws of the State of Washington that to the best of my knowledge the above information is true, correct, and complete. It is understood that the lead agency may withdraw any declaration of non -significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent Signature: ice- Name Printed: Date. -13- C:1Usersltwilson\Documents\Barghausenl15715 Jassenlenvchlst.doc 06/09 As--f)ciated Earth Sciences- Tqc. [y] a6km6T25 vearsof sem January 9, 2007 Project No. KE05874A Mr. Paul Houvener P.O. Box 13155 Mill Creek, Washington 98082 Subject: Geotechnical Evaluation 1719 Morris Avenue South Renton, Washington Mr. Houvener: JUN _. 5 ?" I ice) 1�a / � V V EDQ This letter -report presents the results of Associated Earth Sciences, Inc.'s (AESI's) subsurface exploration and geotechnical assessment for the property located at 1719 Morris Avenue South in Renton, Washington (Figure 1). The approximate locations of the explorations accomplished for this study are presented on the Site and Exploration Plan, Figure 2. If any changes in the nature, design, or location of the structure are planned, the conclusions and recommendations in this letter -report should be reviewed and modified, or verified, as necessary. The purpose of this evaluation was to provide subsurface data and design recommendations for the on-site infiltration of storm water and general geotechnical recommendations regarding site development. This evaluation included a review of available geologic literature, excavation of exploration pits, drilling hand -auger borings, and performing geologic studies to assess the type, thickness, distribution and physical properties of the subsurface sediments and shallow ground water conditions. A previous report prepared by AESI, dated January 27, 2006, addressed the potential Coal Mine Hazard for the subject site. Written authorization to proceed with this evaluation was granted by Mr. Paul Houvener. Our study was accomplished in general accordance with our proposal dated August 7, 2006. This letter -report has been prepared for the exclusive use of Mr. Paul Houvener and his agents for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No other warranty, express or implied, is made. Our observations, findings, and opinions -are a means to identify and reduce the inherent risks to the owner. �r� r KAdand Office • 911 fl thAvmue, Suite 100 • Kwand, WA 98033 • P (425) 827-7701 • F [ (425) 827-5424 £vaw Office • 29111/2 HewittAvenue, Suite 2 • Evau'tt, WA 98201 • P (425) 254-0522 • F I (425) 2523408 www.aesgeo.com PROJECT AND SITE DESCRIPTION This letter -report was completed with an understanding of the project based on our discussions with Mr. Larry Deisher of LandpIaning Northwest. Present plans call for the development of several single-family, residential building lots on the 0.6 -acre parcel The parcel is currently occupied by three structures including a house, detached garage, and an accessory dwelling unit. The parcel is covered with landscape vegetation and grass. Total elevation change across the property was on the order of 4 feet. SUBSURFACE EXPLORATION Our field study included excavating three exploration pits and drilling three hand -auger borings to gain information about the site. The various types of sediments, as well as the depths where characteristics of the sediments changed, are indicated on the exploration logs attached to this letter -report. The depths indicated on the logs where conditions changed may represent gradational variations between sediment types. The conclusions and recommendations presented in this letter -report are based on the six subsurface explorations completed for this evaluation. The number, locations, and depths of the explorations were completed within site and budgetary constraints. Because of the nature of exploratory work below ground, extrapolation of subsurface conditions beyond field explorations is necessary. Differing subsurface conditions may sometimes be present due to the random nature of deposition and the alteration of topography by past grading and/or filling. The nature and extent of any variations between the field explorations may not become fully evident until construction. If variations are observed at that time, it may be necessary to re- evaluate specific recommendations in this report and make appropriate changes. Exploration pits were excavated with a tractor -mounted backhoe. The pits permitted direct, visual observation of subsurface conditions. Materials encountered in the exploration pits were studied and classified in the field by a geologist from our firm. Disturbed soil samples were selected from the pits, placed in moisture -tight containers, and transported to our laboratory for further visual classification and testing. Testing was limited to visual -manual classification of the collected samples in general accordance with American Society for Testing and Materials (ASTM) standard practices. After logging the exposed soils, all exploration pits were backfilled with the excavated soil and lightly tamped with the backhoe bucket. The exploration borings were completed by advancing a 4 -inch -diameter, stainless steel hand auger. During drilling, samples were obtained at each change in soil type. Due to the density of the soil and presence of gravel, hand -auger exploration depths were limited to 3 feet or less. The borings were continuously observed and logged by a geologist from our firm. FA SUBSURFACE CONDITIONS Subsurface conditions on the parcel were inferred from the subsurface explorations accomplished for this study, visual reconnaissance of the site, and review of applicable geologic literature. As shown on the exploration logs, the subsurface explorations generally encountered dense, fine sand with gravel overlying weathered bedrock. Some of the soil overlying the weathered bedrock is interpreted as fill. The following section presents more detailed subsurface information organized from the shallowest (youngest) to the deepest (oldest) sediment types. Fill soils (not naturally placed) were encountered in exploration pits EP -1, EP -2, and EP -3. ,The fill ranged in thickness from 2 to 5 feet. As noted on the exploration logs, the fill typically consisted of dense, dry, tan to brown, fine sand and silt with trace gravel and cobble. Some of the material interpreted as fill may be disturbed, natural soils derived from weathering of the underlying bedrock. Fill/disturbed soil should also be expected elsewhere on the site, particularly adjacent to existing buildings, buried utilities, and driveway/landscape areas. These materials appear to vary in both quality and depth across the site. Since the quality, thickness, and compaction of the fill materials is low or variable, the fill is considered unsuitable for structural support without proper compaction. Natural soils beneath the fill materials, and at the surface where fill materials were absent, consisted for the most part of weathered bedrock. The weathered bedrock generally consisted of dense, slightly moist, orange -brown, fine sand with silt and trace gravel. These materials are considered regolith, which is rock weathered to such an extent that it behaves like soil but maintains some features of the parent bedrock, such as bedding planes. This material is suitable for the support of foundations and pavements. Bedrock was encountered within exploration pit EP -1. The bedrock was encountered at a depth of approximately 8 feet below the existing site grade and typically consisted of soft, moderately weathered, orange -tan sandstone with some stratification (bedding). The bedrock is interpreted to represent the Renton. Formation. We also reviewed the publication Geologic Map of the Renton Quadrangle, King County, Washington, by D.R. Mullineaux, dated 1965. This publication shows the site is underlain by bedrock of the Tertiary -age Renton Formation. Our findings are in generally agreement with those presented in the above -referenced map. Ground water seepage was not encountered in any of the explorations we completed at the time of our field study in August 2006. Seepage may occur at random depths and locations in unsupervised or non-uniform fills. Fluctuations in the level of the ground water may also occur due to variations in the amount of precipitation and changes in site development. 3 INFILTRATION EVALUATION Based on visual observation and our past experience, we evaluated the soils observed within our subsurface explorations for their potential to infiltrate storm water. Due to their relative high density, fine-grained nature, and the occurrence of bedrock at relatively shallow depths, in our opinion, the on-site infiltration of project -generated storm water at this site is not feasible. GEOTECHNICAL EVALUATION Our exploration indicates that, from a geotechnical standpoint, the parcel is suitable for the proposed development. The bearing stratum is relatively shallow and spread footing foundations may be utilized. Foundations bearing on the weathered bedrock or bedrock are capable of providing suitable building support. In order to allow foundations to be placed upon recompacted fill soils, AESI would have to evaluate foundation subgrade soil conditions at the time the foundations are excavated. Existing foundations on the site that are under building areas or not part of future plans should be removed and disposed of off-site. Any buried utilities should be removed or relocated if they are under building areas. The resulting depressions should be backfilled with structural fill. Site preparation of planned building and road/parking areas should include removal of all trees, brush, debris, and any other deleterious material. Additionally, the upper, organic topsoil should be removed and the remaining roots grubbed. Areas where loose, surficial soils exist due to grubbing operations should be removed down to firm and unyielding soil then brought back to desired grade with structural fill. Spread footings may be used for building support when founded either directly on the dense, weathered bedrock or bedrock, or on structural fill placed over these materials. For footings founded directly upon the dense native soilsibedrock, or on structural fill we recommend that an allowable bearing pressure of 2,500 pounds per square foot (psf) be used for design purposes, including both dead and live loads. An increase of one --third may be used for short- term wind or seismic loading. In summary, our geotechnical evaluation of the site indicates that the proposed project is feasible from a geotechnical standpoint, but on-site infiltration of project -generated storm water is not recommended. This evaluation is preliminary in nature in that plans for the project have not been finalized. We recommend that ASEI be allowed to review the project plans once they have been completed to document that our geotechnical recommendations have been incorporated or to provide additional recommendations, as appropriate. 0 We have enjoyed working with you on this project. Should you have any questions regarding this letter or other geotechnical aspects of the site, please call us at your earliest convenience. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington f�t �' �i'k'3erirg lug'st� %! CD4 f. S dergaard Jon N. Sondergaard, P. G., P.E.G. Principal Engineering Geologist Attachments: Figure 1: Vicinity Map Figure 2: Site and Exploration Plan Exploration Logs cc: Land Planning Northwest 100 2t,d Avenue South, #170 Edmonds, Washington 98020 Attn: Mr. Larry Deisher )NSIs KED5874AZ Projects=0509WXaWP F EXPIRES 2 / 8 /� ,01 Matthew A. Miller, P.E. Associate Engineer jos4—A 4LRso 1 r 0 4 w o n re k Lu u 3i p �c NA 'to 10 w 0 Jauannoy PLUG C �T 1V y A O C C C Associated Earth Sciences, Inc. SITE AND EXPLORATION PLAN FiGu z d HOUVENER RENTON DATE 1107 M 0 n ® RENTON, WASHINGTON PROJ. NO. KE05874A 0 _ u OF EXPLORATION PIT Nt :IP -'I E_ This log is part of the reportprepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary appplies only to the location of this trench at the a p time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Fill Dense, dry, light orange tannish brown, fine SAND and SILT, trace gravel, trace cobbles; few roots. 1 2 3 4 6 Weathered Bedrock (Regolith) Dense, slightly moist, orange -brown, fine SAND with silt, trace gravel; highly oxidized, mottled texture, 7 8 Bedrock Soft, moderately weathered, orangish tan, SANDSTONE, some stratification of more oxidized material and organic -rich layers, slightly mottled texture with oxidation trace ravels_ 10 Bottom of exploration pit at depth B. 5 feet No seepage. No caving. 11 12 13 14 16 16 17 18 19 Houvener Renton Renton, WA Associated Earth Sciences, Inc. Logged by: ALD Approved by:, . Project No. KE05874A 8124106 o OF EXPLORATION PIT N( P-2 This 111g is ar1,,11heeor1Xepae1 icy Earth Sciences, Inc. (AES!) for the named project and should be d together E read with that "P, for "'rJe B interpretation. This summary gplies only to the location of this trench at the 0. ic W time of excavation- Subsurface conditions may change at -this location with the passage of time. The data presented are 0 a SiMPM02tiOn Of actual conditions encountered. DESCRIPTION 1 J Dense, dry, light orange tannish brown, fine SAND and SILT, trace gravels, few roots. 2 3 Weathered Bedrock (Regolith) 4 Very dense, slightly moist, orange -brown, fine SAND and SILT to SILT and fine SAND, little clay, highly oxidized,. mottled texture. 5 Bottom of exploration pit at depth 5 feet No seepage. No caving. 7 8 9 10 11 12 13 14 15 16 17 18 19 Houvener Renton ro Renton, WA Associated Earth Sciences, Inc. Project No. KE05874A Logged by: ALD Approved by: 8124106 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 18 19 OF EXPLORATION PIT N :P-3 This log is part of the reportprepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Fill Dense, dry, slightly orange tannish brown, fine to medium SAND and SILT, trace gravel; few rootsr slightly oxidized. Weathered Bedrock (Regolith) Very dense, slightly moist, orange -brown, fine SAND and SILT to SILT and fine SAND, little clay, trace gravels; slight stratification with oxidation, mottled texture. Bottom of exploration pit at depth 3.5 feet No seepage. No caving. Houvener Renton Renton, WA Associated Earth Sciences, Inc. Project No. KE06874A g Logged by: ALD 1 V] FEN KE 0 8124106 Approved by: U Y A-- -iated Earth Sciences, Y" January 27, 2006 Project No. KE05874A Mr. Paul Houvener c/o Land PIanning Northwest 1002 n' Avenue , Edmonds, Washington 98020 Attention: Mr. Larry Deisher, P.E. Subject: Coal Mine Hazard Assessment 1719 Morris Avenue Renton, Washington Dear Mr. Deisher: Associated Earth Sciences, Inc. (AESI) is pleased to provide this letter -report presenting the results of our coal mune hazard assessment for the above -referenced site. Authorization to proceed with this study was granted by Mr. Larry Deisher. Our study was based on our visit to the site and accomplished in general accordance with our scope of work letter dated November 21, 2005. This letter -report has been prepared for the exclusive use of the Mr. Paul Houvener, Land Planning Northwest, and their agents for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our letter -report was prepared. No other warranty, express or implied, is made. It must be understood that no recommendations or engineering design can yield a guarantee of stable ground or lack of future settlement or subsidence. Our observations, findings, and opinions are a means to identify and reduce the inherent risks to the owner. INTRODUCTION The proposed project involves subdividing the existing approximately 0.6 -acre parcel for residential redevelopment. The property is located south of the city of Renton on a hill just south of Interstate 405 and east of State Highway 167 (Figure 1). The property is currently occupied by two houses, one built in 1901 and one built in. 1912, and a few- associated r 1Gddand O ■ 911 HEAvrnue, Suk 104 • I 1k6nci, WA 93G33 • P (425) 827--7701 • F j (425) 827 5424 Facrea Office • 29111/2 Hewi tAvenve, Suite 2 • Evat, WA 98201 • P (425) 254-0522 • F (425) 252-3408 wwwacUnmm outbuildings. The subject lot is relatively flat and generally cleared of trees. The property is bordered by other single-family residences to the north, south, and west, and by Morris Avenue South to the east. The areas to the south and east of the city of Renton are known to have been mined for coal in the past. Coal was first discovered in the Renton area in about 1853, with mining occurring at various scales thereafter into the early 1900s. The main coal mine in Renton was the Renton Mine located east of the subject property in Section 20. However, other smaller mines were located south of the city in Section 19, in the vicinity of the subject property. The coal seams are found within the Tertiary age Renton Formation sandstone. DOCUMENT REVIEW AESI reviewed the following documents during preparation of this letter -report: 1. Evans, G.W., 1912, The Coal Fields of King County, published by the Washington Geological Survey, Bulletin 3. 2. Schasse, H.W., et al., 1983, Directory and Users Guide to the Washington State Coal Mine Map Collection, published by the Washington State Department of Natural Resources, Division of Geology and Earth Resources. 3. Livingston, V.E., 1971, Geology and Mineral Resources of King Conray, Washington, published by the Washington State Department of Natural Resources, Division of Mines and Geology. 4. Mine Map K32(A), Renton Mine, Renton Coal Company, 1920, shows old Talbot Mine, Sunbeam Mine and Patton Mine, Washington State Coal Mine Map Collection, Washington State Department of Natural Resources, Division of Geology and Earth Resources. 5. Bagley, C., 1929, History of Coal Mining in Washington, in the Breathless Moon, the Burgess Legacy Genealogy Project. 6. Mullineaux, D.R., 1965, Geologic Map of the Renton Quadrangle, King County, Washington, United States Geological Survey GQ 405. Review of the above -referenced documents indicates that the subject property is underlain by the Old Patton Mine (Figure 2). The Patton Mine was opened in 1872 when a slope was excavated down one of the Renton coal beds. There were three main coal seams in the Renton area, the No. 1, No. 2, and No. 3. The No. 1 was approximately 17 feet thick, the No. 2 about 13 feet thick, and the No. 3 about 11 feet thick. In the vicinity of the subject site, the coal seams were gently inclined to the south-southeast at a dip . of approximately 7 to 10 FA degrees. Apparently only two levels were worked in this urine. Little information is available regarding the Patton Mine and its workings. COAL AUVE HAZARD ASSESSMENT Title 4, Chapter 3, Section 4-3-050(J)(1)(e) of the Renton Municipal Code (RMC) defines coal mine hazards within the city of Renton. The coal mine hazards are subdivided into three categories defined as follows: Low Coal Mine Hazards (CL): Areas with no know nine workings and no predicted subsidence, Medium Coal Mine Hazards (CM): Areas where mine workings are deeper than 200 feet for steeply dipping seams or deeper than 15 times the thickness of the seam or workings for gently dipping seams. These areas may be affected by subsidence. High Coal Mine Hazards (CH): Areas with abandoned and improperly sealed mine openings and areas underlain by mine workings shallower than 200 feet in depth for steeply dipping seams or shallower than 15 times the thickness of the seam or workings for gently dipping seams. These areas may be affected by collapse or other subsidence. The records for the Patton Mine are scarce and details of the workings are unknown. The coal mine map (K32) referenced above shows the outline of the mine workings, but' does not provide any elevations for the slopes, gangways, or seams. The location of the mine, as shown on Figure 2, may also not be quite accurate due to the difference between survey datum used when the map was made and present day. Based on the site topography, it may be that the entrance to the mine was north of where it is plotted, on the slope where outcropping seams would have been more evident. However, with the low dip angle (7 to 10 degrees) of the seams in this area, the subject property would still be underlain by the workings even if the entry was actually north of where it is plotted. The maps and records do show that the main entry to the mine was a slope, which typically means the workings entered directly onto the seam and drove down the dip of the seam before mining gangways along the strike of the seam. The records also do not indicate which seam of the Renton Coal Beds was being mined at the Patton Mine. Assuming that the shallowest seam (No. 1) was worked, then applying the 15 tunes rule to the thickness of the seam (17 feet) would result in a depth of 255 feet. Since the topographic relief between the subject site and the base of the slope to the north is only about 100 feet, it seems likely that the mine workings are within a depth of 255 feet from the surface since the entry was a slope located on the seam that outcropped on the hillside to the north. Based on this criterion, the vicinity of the subject property would be classified as a High Coal Mine Hazard Area according to the RMC. 3 During our field reconnaissance of the subject property, we did not identify any surface features indicative of mine openings, settlement, or subsidence. We also did not observe obvious indications of these types of features on surrounding streets or property. AIthough, based on the low dip angle of the seams, it is likely that the workings occur at relatively shallow depth beneath the site, the age of the workings (late 1800s) suggests that if the mine was prone to subsidence manifested by surface settlement, such settlement would have occurred by the present time. COAL MINE HAZARD MITIGATION In our opinion, the proposed development will not increase the threat of settlement or subsidence on the adjacent properties beyond pre -development conditions, will not adversely impact other critical areas, and the proposed development can be safely accommodated on the site. To mitigate for potential future mine -related settlement or subsidence, we recommend that all building foundations consist of continuous strip footings with no isolated column or pad footings. It. must be understood that, unless the abandoned mine workings are properly closed and filled, there will always be some risk of mine -related settlement or subsidence at the site. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, 'Washington 7 a e GO uor,. c.a rgaard E) IRES 2 / b / I Jon N. Sondergaard, P. G., P.E.G. Matthew A. Miller, P.E. Principal Engineering Geologist Associate Engineer Attachments: Figure 1: Vicinity Map Figure 2: Approximate Location of the Patton Mine JNSIId KEISMA 1 Projeclsa005=4VCEIWP 4 sr Rent 105874 } 7567 Hoven La pAyl'i41iG -` y' M- 0 , t FA n N .1"' Ou :-RD =ALLY, iitaa SY`��;�y k• Si+ �Y ��r+#,yty�,� - 3>z � -i �+i U7, ILA NA jli Z m C?:;' P.E cn m��}ftp? i r'' r- :l5f11� �'cr.,tizlry� rf� i;•li,ilEF 1� iTi r S ,'`# .-. •U i•• Jrt YCi7 r f� j� ;�! �tllf s` TILLS Iii`, 17) C CRART '�{lr m AV AN . o 1 _ •YE�"��ia�--- ,urs s1« :,er ATL p 01 ' fll '��•� 2 � .a•.e O m I OU74 Mine SUacdr F a t 0- A -4. !oil fa Subject LO ,IS Morris a to i@ H o ir mig w e-� of e It 41. 71 Ll % Jr A Cp 0 me,}gy:. m >-Z co --j t or, STORM DRAINAGE ANALYSIS AND TECHNICAL INFORMATION REPORT Wf. '�: The storm drainage design requirements applicable to this proje(f V D �Nr found in the 2009 King County Surface Water Design Manual as modified by the City of Renton. JASSEN 3 -LOT SHORT PLAT 1719 MORRIS AVE S RENTON, WASHINGTON for: Larry Jassen 1717 Morris Ave S Renton, WA 98055 February, 2012 by Rykels !Engineering Group, Inc 28301 183`d Ave SE Kent, WA 98042 ph 253-631-6598 ii a M $1' ra i 67 $15th Sl 41 Sl °". AQ L7 $iFw`S & Q S 181h St 1Trh 51 S i91h St to a 'Pet Dr S Ktl� Fry � �S215t51 515 �a H nu pque5t r5opm X72012 t4tapQuss9T Portlon��'L012 N14VTEQ, fntermap I Terms 1 ti I ®2011 MapQuest, Inc. Use of directions and naps is subject to the MapQuest Terms of Use. We make no guarantee of the aoeurary of their content, road conditions or route usability. You assume all risk of use.Uiew Terms of Use I [+ PPP -SS -711 T 1{ v. I � �3• I� ;e is a 1 1.D'i1{ # � r•i c rt(j� Iftf�ftg * r fr v. �3• I� ;e is a F DI� . i CC f err �nrNNman a 111 9 i' 111 � �•.. PPP-SS-TTrr 01 • r P !♦NN ��� F r*rP :Y IP ! P RP kt L� Eli P i � � �� ��#• fit' • j� �'" ��t ���q �►� Er�� �q q �� a a � ��► �' � !i tit i ! i �, i� r� ,� 8 hit ;� r f �� Si t fi t e `Ey7:a:N G3 F=07CC:-,FCL =yam, 11 FI WRE C.:.4.3 TYPIC AL C F-MUL-FILLED DISPERSION TRENCH FOR BASIC DISPERSION evr l Out et P6rt ' .r Ln� '--_--- - Qe f pl;= r5 .•11ii �. Sc L Y- 2� iaJ, ru. Fes- ?=' '15i11�1 TRENCH X -SECTION NTS a off. sttilcex L+e&O•y3fddrar. 26 -Foot Vegetvfed Flowpath Segment 57L0 sa- ft Simple 1C -foot trench Type I C5 -700 . ?- �. 25-Foofltepetatecl �: FlowpathSegment`= J Waximum EG -foot trench % notch board (see Figure C•2.1,D, p. C-32) PLAN VIEW OF ROOF NTS C -S3 assen 3 -Lot Short Plat, Renton, WA I. PROJECT OVERVIEW Site Location -- The area to be developed is an existing 0.62 acre lot with a single family home located at 1719 Morris Ave South, in Renton, Washington. The project is located in south east Renton above the intersection of SR 167 and 1-405 in an older residential area of Renton High school. The project legal description is the east half of Lots 58 and 59 of Plat No. 2, Renton Cooperative Coal Company's Acre Tracts to the City of Renton, records of King County Washington. The King County Parcel Number is 722200-0339. Predeveloped Conditions --There is an existing s1,300sf single family residence, detached 390 sf cottage, and detached garage on the property. The age of the existing house is not known, but it appears to beat least 40 years old. There remainder of the site is well established lawn with some trees. There are no signs of flood, ponding, wetlands or other drainage issues associated with this site. The site is accessed via an existing driveway approach to Morris Ave South, located along the east side of the property. Morris Ave is an existing Residential Access Street with approximately 20 feet of pavement and gravel shoulders, the existing right of way is 45 feet, and the existing pavement appears to be offset from ROW centerline, located in the westerly 22.5 feet of this right of way. Developed Conditions - The proposed project will include the short subdivision of the existing 27,035 sf lot into 3 new lots. Lot 2, approximately 10,280 sf, the center lot, will include the existing residence. Lots 1 and 3 will each be 8,050 sf in size and will be set up for the construction of new single family homes on each lot. Lot 3, to the south will require removal of the existing garage. Work on the lots will be limited to the clearing and grading of future building pads for each new residence. A waiver will be requested for frontage improvements as there are no existing full street improvements in the vicinity, the required additional 4 feet width of right of way will be dedicated to the City as part of the Short Plat. The storm drainage design requirements applicable to this project are found in the 2009 King County Surface Water Design Manual as modified by the City of Renton. Existing Soils - The King County Soils Survey Maps identify the soil types for the subject site as BeC, Beasite gravelly sandy loams. II. PRELIMINARY CONDITIONS SUMMARY The following addresses those conditions that pertain specifically to the storm drainage or site improvements issues. assen 3 -Lot Short Plat, Renton, WA Surface Water Drainage Review -- Due to the amount of impervious surface proposed, the project is applicable for Small Project Drainage Review under the King County Surface Water Design Manual, Appendix C. As required by the City, the project is also required to address the applicable core requirements 'I- 8, special requirements 1-5, these requirements are addressed as follows: A. Core Requirements Core Requirement #I: Discharge at the Natural Location. —The natural direction of flow on the property is overland sheet drainage down the slope from east to west. Morris Ave intercepts any runoff from the east. There are no signs of existing drainage courses or concentrated flows either to from this property. Core Requirement #2: Offsite Analysis —The project is located within an area of long established residences to the north and south, there is no offsite flow to the property from any direction. Runoff from the project will discharge to the existing drainage system. There are no problems reported with the condition or capacity of this downstream system. Core Requirement #3: Flow Control — The applicable standard is Flow Control Duration Standards with forested conditions and basic water quality. Due to the amount of impervious surface proposed, the project is applicable for Small Project Drainage Review under the King County Surface Water Design Manual, Appendix C, these measures are fully addressed in section 4 of this report. Core Requirement 44: Conveyance System -- There are no frontage improvements proposed with this short plat. Drainage measures for the new residences will include onsite dispersion with no public conveyance. Core Requirement #6: Temporary Erosion and Sediment Control — The site improvement plan shows the basic measures, details and construction sequence as required to address residential ESC issues for this site. Core Requirement #6: Maintenance and Operations — The storm drain controls for each new residence system will be privately owned and maintained. A typical residential maintenance and operations manual is included with this report. Core Requirement #7: Financial Guarantees and Liability— Once the Engineering plans are approved, the appropriate bonds will be submitted to the City as part of the short platting process. assen 3 -Lot Short Plat, Renton, WA Core Requirement #8: Water Quality — Adequate water quality controls can be implemented by collection, and dispersed flow to a vegetated flow patch in the back yards of the lots. Special Requirement #1: Other Adopted Area -Specific Requirements - Not applicable for this project. Special Requirement #2: Floodplain/Floodway — There is no known floodplain or floodways on this property. Special Requirement #3: Flood Protection Facilities - Not applicable to this project. Special Requirement #4: Source Control - Not applicable to this project. Special Requirement #5: Oil Control - Not applicable to the residential project. Detailed development plans for the site will include site specific oil control measures if required. Ill. OFF-SITE ANALYSIS The proposed short plat is located in an area of older single family homes on large lots generally located on the hillside in the south easterly quadrant of the intersection of SR 405 and SR 167. This area generally slopes from southeast to northwest down the slope towards the Panther Creek Wetlands adjacent to SR 405. There are shallow road side ditches along Morris Ave that intercept any surface runoff from the east. Shattuck Ave S, down the slope to the west includes open ditches and storm drains that collect any runoff from this and adjacent properties. There are no signs of drainage problems in this area or associated with this property. IV FLOW CONTROL AND WATER QUALITY The proposed residential development plans include new home sites on Lots 1 and 3, each with an approximate 2,800 sf building footprint, and an approximate 600 sf driveway in front of the garages as shown on the site plan. The total new impervious area will be approximately 6,800 sf for the 2 lots. The remainder of each lot will be left in grass, trees and natural vegetation. Due to the amount of impervious surface proposed, the project is required to address Small Project Drainage Review under the King County Surface Water Design Manual, Appendix C. The project must comply with the two basic mitigation requirements: 1. Flow control BMP's to developed surfaces. assen 3 -Lot Short Plat, Renton, WA 2. Apply Erosion and Sediment Control Measures (ESC) to disturbed areas during construction. Flow Control BMP's —Small Lot BMP's are applicable for this short plat. Due to the size of the lots and the existing landscaping, basic dispersion with discharge to a vegetated flowpath is proposed as the Flow Control BMP's for the new lots. The site plan shows proposed collection and dispersion of runoff from the new driveways and downspouts for lots 1 and 3. Each system would disperse to a vegetated flowpath in the rear yards with at least 25 feet of lawn prior to leaving the property. Details and notes are shown on the plan. V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN Detailed calculations for pipe sizing are attached as an appendix to this report. VI. SPECIAL REPORTS AND STUDIES No special studies have been prepared. VII. BASIN AND COMMUNITY PLANNING AREAS There are no specific drainage development conditions that apply to this project. VIII. OTHER PERMITS The site and drainage improvement plans require approval prior to construction. Construction of the commercial developments will require separate building permits. A Washington State Department of Ecology Stormwater NPDES is not required for this project. IX. EROSION/SEDIMENTATION CONTROL DESIGN The new lots will be cleared and graded to the elevations as shown. A detailed design plan for the ESC measures is included as part of the project submittal. X. BOND QUANTITIES WORKSHEET, RETENTIONIDETENTION FACILITY SUMMARY SHEET AND SCHEMATIC AND DECLARATION OF COVENANT Not required for this project. lassen 3 -Lot Short Plat, Renton, WA KI STORMWATER POLLUTION PREVENTION MAINTENANCE AND OPERATION SCHEDULE FOR JASSEN SHORT PLAT, RENTON WA Site Address: The area to be developed is an existing 0.62 acre lot with a single family home located at 1719 Morris Ave South, in Renton, Washington. The project is located in south east Renton above the intersection of SR 167 and 1-405 in an older residential area of Renton High school. The project legal description is the east half of Lots 58 and 59 of Plat No. 2, Renton Cooperative Coal Company's Acre Tracts to the City of Renton, records of King County Washington. The King County Parcel Number is 722200-0339. Introduction: This storm drainage technical information report has been prepared to address the City of Renton's site development and storm drainage requirements for the proposed Jassen Short Plat. The site has an area of approximately 0.26 acres and is currently vacant and unused. The subject site will be developed as a single family residence. The proposed project involves the construction of a proposed 1,997 square feet (roof and patio areas) with approximately 965 sf of driveway on the 0.26 ac single family lot. All of the remaining site will be kept in lawn or natural landscaping. According to the City of Auburn's Construction Standards for stormwater management, the city requires storm water quantity and quality control for all proposed developments. We have proposed to collect all of the storm water runoff from the roof and driveway areas in a series of downspout roof drains and catch basins. This water will be conveyed to a stormdrain infiltration trench located in the northeast portion of the property. Here the storm water will be released into a rock filled trench allowing infiltration into the native soils. Plan Goal The specific purpose for the storm water facility is to minimize pollution that is typically associated with modern development. In general, pollution from motor vehicles and pollution generated from erosion. Attached to this narrative is a maintenance manual, which offers guidelines to the owner for storm water facility maintenance. The goal of the drainage system is to provide collection and onsite infiltration of the runoff generated by both the new roof areas and the runoff from the driveway. Due to the nature of the onsite soils, it is anticipated that most runoff will infiltrate into the existing soils, with any excess dissipated into the existing landscaping. lassen 3 -Lot Short Plat, Renton, WA Plan Contents The maintenance program for Jassen Short Plat includes the attached Maintenance Checklists for the components of the site drainage system. A schedule for the required inspections and instructions for the appropriate responses is attached. Prevention BMP's — Any catch basin shall have stenciled on them "Dump No Waste — Drains to Groundwater". The owner shall be responsible for sweeping the driveways, installing storm drainage stenciling and providing spill control procedures. In case of spills call the Washington State Department of Ecology at 425-549- 7000. The catch basins and infiltration trenches shall be visually inspected for accumulation of debris and silt and be maintained as required by this operation and maintenance manual and attachments. Maintenance Standards for Drainage Facilities: Catch Basins Conveyance Pipes and Ditches Dispersion Systems Treatment BMP's: The infiltration trenches that will be installed will treat runoff for the impervious surfaces. A minimum flow path length of 100 feet of native vegetation is required for the full dispersion trenches. A flow path length of 25 feet of native vegetation is required for the basic dispersion trenches. The City of Auburn is to review and approve any changes to this Operation and Maintenance Manual prior to changes in its implementation. Additionally, any changes in ownership or person of responsibility are to be reported to the City. Inspection and Maintenance: Regular inspections of the drainage facilities should be carried out twice per year, in the spring and fall. The responsible party should keep records of these inspections available for review by the City. Additional inspections may be required after severe seasonal storms. Routine maintenance of the site will include mowing, care of landscaping, and the removal of trash and debris. To ensure proper functioning of the stormwater system, the catch basins and dispersion trenches must be properly maintained. Be careful to avoid introducing landscape fertilizer to receiving waters or groundwater. Catch basins shall be cleaned when sump contains four inches or more of sediment or debris. Person of Responsibility: Danny Hassen 1719 Morris Ave S Renton, WA 98055 lassen 3 -Lot Short Plat, Renton, WA Ph 206-795-9494 Design Engineer: Rykels Engineering Group, Inc. 28301 183" Ave SE Kent, WA 98042 253-631-6598 Plan Updates The City of Renton Storm Drainage Utility section is to review and approve any changes to this Storm Water Pollution Prevention Plan prior to changes in its implementation. Additionally, any changes in ownership or person of responsibility are to be reported to the City Storm Drainage Utility section. Additionally, any changes in ownership or person of responsibility are to be reported to the City. assen 3 -Lot Short Plat, Renton, WA MAINTENANCE PROGRAM COVER SHEET FOR CITY OF RENTON STRUCTURE RESULTS] MAINTENANCE DATE NOTES II Catch Basins Inspection results Maintenance Done Conveyance Pipes Inspection Results Maintenance Done Dispersion Systems Inspection Results Maintenance Done The facility -specific maintenance standards that follow this checklist are intended to be conditions for determining through inspection if maintenance actions are required. Exceeding these conditions at any time between inspections and/ or maintenance actions does not automatically constitute a violation of these standards. However, based upon inspection observations, the inspection and maintenance schedules shall be adjusted to minimize the length of time that a facility is in a condition that requires a maintenance action. The following pages contain maintenance needs for most of the components that are part of your drainage system, as well as for some components that you may not have. Let the City know if there are any components that are missing from these pages. Ignore the requirements that do not apply to your system. You should plan. to complete a checklist for all system components on the following schedule: (1) Monthly from November through April. (2) Once in late summer (preferable September) (3) After any major storm (use 1 inch in 24 hours as a guideline), items marked "S" only. Using photocopies of these pages, check off the problems you looked for each time you did an inspection. Add comments on problems found and actions taken. Keep these "checked" sheets in your files, as they will be used to write your annual report (due in May, for Pierce County Only). Some items do not need to be looked at every time an inspection is done. Use the suggested frequency at the left of each item as a guideline for your inspection. lassen 3 -Lot Short Plat, Renton, WA ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Catch Basins and Inlets Frequency Drainage Problem Conditions To Check For Conditions That Should Exist System Feature M's General Trash, debris, Trash or debris in front of the catch basin opening is No trash or debris located immediately and sediment in blocking capacity by more than t0% in front of catch basin opening. Grate is or on basin kept clean and allows water to eater. M Sediment or debris (in the basin) that exceeds 113 No sediment or debris in the catch basin. the depth from the bottom of basin to invert of the Catch basin is dug out and clean. lowest i e into or out of the basin, M's Trash or debris in any inlet or pipe blocking more Inlet and outlet pipes free of trash or than 113 of its height debris M Comer of frame extends more Frame is even with curb. than'/. inch past curb face into the street (if and/or top stab licabla M Top slab has holes larger than 2 square inches or Top of slab is free of holes and cracks. cracks wider than 1/4 inch (intent is to make sure all material is farating into the basin). M Frame not sitting flush an top stab, i.e., separation Frame is sitting flush on top slab. of more than 314 inch of the frame from the top slab. A Cracks wider than 112 inch and longer than 3 feet, Basin replaced or repaired to design any evidence of soil particles entering catch basin stanards. Contact a professional through cracks, or maintenance person judges that engineer for evaluation structure is unsound. A Cracks wider than 1/2 inch and longer than 1 foot at No cracks more than 114 inch wide at the the joint of any inlct/outlet pipe or any evidence of joint of inteuoutiat pipe. Contact a soil particles entering catch basin through cracks.professional en 'neer for evaluation. A Settlement/ Basin has settled more than 1 inch or has rotated Basin replaced or repaired to design misalignmcot more than 2 inches out of alignment. standards, Contact a professional engineer for evaluation. M'S Fire ha=d or Presence of chemicals such as natural gas, oil, and No color, odor, or sludge. Basin is dug other pollution gasoline, obnoxious color, odor, or sludge noted out and clean. M'S outlet pipe is Vegetation or roots growing in inlet/outlet pipe No vegetation or root growth present. clogged with joints that is more than sic inches tall and less than vegetation six inches apart. If you are unsure whether a problem exists, please contact a Professional Engineer. Comments: Key: A Annual (March or April preferred) M=Monthly (see schedule) S=After major storms (use I -inch in 24 hours as a guideline) lassen 3 -Lot Short Plat, Renton, WA ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Infiltration Systems Frequene Drainage Problem Conditions To Check Conditions That Should Exist y System For Feature M's General Trash, debris buildup in pond See Maintenance Checklist See Maintenance Checklist for Ponds. for Ponds M Poisonous vegetation See Maintenance Checklist See Maintenance Checklist for Ponds. for Ponds M,S Fire hazard or pollution See Maintenance Checklist See Maintenance Checklist fur Ponds. for Ponds M Vegetation not growing or is Sec Maintenance Checklist See Maintenance Checklist for Ponds. overgrown for Ponds M Rodent halts See Maintenance Checklist See Maintenance Checklist for Ponds. for Ponds M Insects Sec Maintenance Checklist See Maintenance Checklist for Ponds.Frame for Ponds is sitting flush on top stab. A Storage area Sediment buildup in system A soil texture test indicates Sediment is removed and/or facility is facility facility is not working at its cleaned so that infiltration system works designed capabilities or according to design. A sediment trapping was incorrectly designed, area is installed to reduce sediment transport into infiltration area. M Storage area drains slowly (more A soil texture test indicates Additional volume is added excavation to than 4$ hours) or overflow facility is not working at its provide needed storage. Soil is aerated and designed capabilities or rototilled to improve drainage. Contact the was incorrectly designed County for information on its requirements regarding excavation. One time Sediment trapping area Any sediment and debris Clean out sump to design depth. filing area to 14% of depth from sump bottom to bottom of outlet pipe or obstructing flow into the connector i e, M Sediment trapping area not present Sturrnwatcr enters Add a trapping area by consbuctmg a sump infiltration area directly for settfeiugofsolids. Segregate settling area without treatment. from rest of facility. Contact the County for guidance. M's Rock filters Sediment and debris By visual inspection little Replace gravel in rock filter. or no water flows through filters during heavy rain 6torrn.R. If you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A.=Annual (March or April preferred) M=Monthly (see schedule) S=After major storms (use 1 -inch in 24 hours as a guideline) Lassen 3 -Lok Short Plat, Renton, WA ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Conveyance Systems (Pipes, Ditches, and Swales) Frequency Drainage Problem Conditions To Check For Conditions That Should Exist System Feature M,S Pipes Sediment buildup Accumulated sediment that exceeds Pipes cleaved of all sediment and debris_ 20% of the diameter of the pipe. M Vegetation Vegetation that reduces free All vegetation removed so water flows movemeotofwaterthrough pipes freely through pipes. A Damaged (rushed, bent, or Protective coating is damaged; rust is Pipe repaired nr replaced. crushed) causing more than 50% deterioration to anypart of i e M Any dent that sign fically impedes flow Pipe repaired or replaced. (i.e., decreases the cross section area of pipe by more than 20% M Pipe has major cracks or tears allowing Pipe repaired or replaced. groundwater leakage. M'S Open ditches Trash & debris Dumping of yard wastes such as grass Remove trash and debris and dispose as clippings and branches into basin, prescribed by the County - Unsightly accumulation of non degradable materials such as glass, lactic, metal, foam, and coated paper. M Sedimentbuildup Accumulated sediment that exceeds Ditch cleaned of all sediment and debris 20% of the design depth_ so that it matches design. A Vegetation Vegetation (c.g., weeds shrubs or Water flows freely fhrough ditches. Grassy saplings) that reduces free movements vegetation should be left atone. ofwater through ditches. M Erosion damage to slopes See Ponds Checklist See Ponds Checlist. A Rock lining our of place or Maintenance person can see natice soil Replace rocks to design standards. missong(ifapplicable) beneath the rock lining. Varies Catch basins See Catch Basin Checklist See Catch Basin Checklist. M'S Swales Trash & debris See above for Ditches See above for Ditches M Sediment buildup See above for Ditches Vegetation may need to be replaced after cleaning. M Vegetation not growing or Grass cover is sparse and seedy or Aerate sails and reseed and mulch bare overgrown areas are overgrown with woody area. Maintain grass height at a minicrum vegetation. of G inches for best stormwater treatment. Remove woody growth, recontour, and reseed as necessary. M,S Erasion damage to slopes See Ponds Checklist See Pond Checklist M Conversion by homeowner Swale has been filed in or blocked by If possible, speak with homeowner and to incompatible use shed, woodpile, shrubbery, etc. request that swale area be restored Contact the County to report problem if not rectified voluntarily, A Swales does not drain Water stands in swale of flow velocity A survey may be needed to check grades. is very slow. Stagnation occurs Grades need to be in 1-5% range if possible. If grade is less than 1% underfrains may need lobe installed. If you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A 02CAGO TITLE INSURANCE COMP 300 COLMMIA Cwrm, 701 STB AvE OZATTLE, WA 98144 Order No.: 1335499 SHORT PLAT CERTIFICATE Certificate for Filing Proposed Short Plat pp F ?I�•n In the matter of the short plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of KING County, Washington, and the records of the Clg Pf the United States Courts holding terms in said County, and from such examination hereby certifies that th�r� 'f'r� IT the following described land situate in said KING County, to -wit: SEE SCHEDULE A (NEXT PAGE) VESTED IN: DANIEL E. JASSEN, AS HIS SEPARATE ESTATE AND BARAK LEVY, PRESUMPTIVELY SUBJECT TO THE COMMUNITY INTEREST OF A SPOUSE OR DOMESTIC PARTNER, IF MARRIED OR A MEMBER OF A DOMESTIC PARTNERSHIP, AS THEIR INTEREST MAY APPEAR EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $350.00 TA: $ 33.25 Records examined to January 23, 2 012 at 8. 00 A.M. CHICAGO TTn E INSURANCE COMPANY By • I JACKSO Me Officer (206) 62$-5600 CHP1ATA11? SQn/PK vlICAG0 TITLE INSURANCE COMP Order No : 1335499 SHORT PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCREMON THE EAST ONE-HALF OF LOTS 58 AND 59 OF PLAT NO. 2, RENTON CO-OPERATIVE COAL COMPANY'S ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 27, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 65 FEET OF SAID LOT 59; AND EXCEPT THE NORTH 61 FEET OF SAID LOT 58. CHICAGO TITLE INSURANCE COMPANY Order No_: 1335499 SHORT PLAT CERTIIrXCATE SCHEDULE B This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises, D. Easements or claims of easements not shown by the public records. E. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the public records. F. Liens under the Workmen's CompensationAct not shown by the public records. G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. H. General taxes not now payable; matters relating to special assessments and special levies, if any, preceding or in the same becoming a lien. L Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims, or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00). SHP1ATB/Q31f4 jmc A D v CAGO TITLE INSURANCE COMP SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS 4. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: FROM: RECORDED: RECORDING NUMBER: Order No.: 13 3 5 4 9 9 SEATTLE ELECTRIC COMPANY, A WASHINGTON CORPORATION DECEMBER 20, 1907 464310 AS FOLLOWS: EXCEPTING AND RESERVING TO THE PARTY OF THE FIRST PART, ITS SUCCESSORS AND ASSIGNS, ALL COAL, CLAY, STONE, OIL AND ALL MINERALS AND MINERAL PRODUCTS EXISTING IN SAID ABOVE DESCRIBED PREMISES AND EVERY PART THEREOF, WHETHER HERETO FORE OR HEREAFTER DISCOVERED, WITH THE RIGHT TO MINE, QUARRY AND PROCURE THE SAME AT ANY TIME THEREAFTER. `2. COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW: RECORDED: RECORDING NUMBER: DECEMBER 20, 1907 464310 A WAIVER OF THE REVERSIONARY CLAUSE CONTAINED IN SAID INSTRUMENT WAS RECORDED UNDER RECORDING NUMBER 7402050010, 3. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE --LAND: ASSESSED VALUE -IMPROVEMENTS: GENERAL & SPECIAL TAXES: 2012 722200-0339-09 2100 $ 147,000.00 $ 45,000.00 BILLED: $ 2,551.92 PAID: $ 0.00 UNPAID: $ 2,551.92 z, J4. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: PC -AGO TITLE INSURANCE COMP Order No.: 13 3 5 4 9 9 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS GRANTOR: DANIEL E. JASSEN, A MARRIED MAN, AS HIS SOLE AND SEPARATE PROPERTY TRUSTEE: CHICAGO TITLE INSURANCE COMPANY BENEFICIARY: MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC., AS NOMINEE FOR REPUBLIC MORTGAGE HOME LOANS, LLC AMOUNT: $ 225,000.00 DATED: FEBRUARY 16, 2011 RECORDED: FEBRUARY 22, 2011 RECORDING NUMBER: 20110222001753 LOAN NUMBER: NOT DISCLOSED THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. s 5. MATTERS WHICH MAY BE DISCLOSED BY A SEARCH OF THE RECORDS AGAINST THE NAME OF THE SPOUSE OR DOMESTIC PARTNER OF BARAK LEVY, IF MARRIED OR A MEMBER OF A REGISTERED DOMESTIC PARTNERSHIP. x 6. IN THE EVENT THAT THE PROPERTY DESCRIBED HEREIN IS OCCUPIED OR INTENDED TO BE OCCUPIED BY THE OWNER AND A SPOUSE OR REGISTERED DOMESTIC PARTNER AS A HOMESTEAD, THE CONVEYANCE OR ENCUMBRANCE OF THE PROPERTY MUST BE EXECUTED AND ACKNOWLEDGED BY BOTH SPOUSES OR BOTH REGISTERED DOMESTIC PARTNERS, PURSUANT TO RCW 66.13 WHICH NOW PROVIDES FOR AN AUTOMATIC HOMESTEAD ON SUCH PROPERTY. 0 7_ THE LEGAL DESCRIPTION IN THIS COMMITMENT IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT (!ONFORM TO THEIR EXPECTATIONS. r NOTE 1: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 64.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: PORTION OF LOTS 58 AND 59, VOLUME 9 OF PLATS, PAGE 27 END OF SCHEDULE B SIRPIAT133/12-I2-90/Ec k PCAGO TITLE INSURANCE COMP Order Na.: 1315495 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS IT THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS COMMITMENT: WINDERMERE R.E_ SOUTH INC. (EAST VALLEY 3900 EAST VALLEY RD. #200 RENTON, WASHINGTON 98057 LARRY JASSEN (425)277-5900 TITLE DEPARTMENT 701 5TH AVE #2300 SEATTLE, WASHINGTON 98104 TERRY WILSON SMATM/IZ-I2A0/EK II 120 1T�A D3Z J,IJI 4285 233 - 151 F 0286 --------------- 7,v r ma~ s S . 1a6TH . ST,. RS 110 451 1 0326 49 Y-" , TMM M wx 1.100 AD AC 1455 0328 0327 4350 94.e0 0290 0236 Yr11 �, 1 r •I .gym r n ' ,n I � 8 J 033E 0330 j 00450 sr,7 0744A 4{31 i'!'r'✓1 I � N 90 I• '" j1Q ; S 7 6 j 5 4 90--- 14 1 *ran ' 1.100 AC r' ( a� 105 0050 69W0035 10025 0020 94.22 0332 8333 6D *"HPL o 1 r ------ SAsp-643_.3fi -------------- S_17TH. '17900020 1-- — . Lot 0 ~ I 69751 a ;: i 8 135 sa� m I 0335 0337 j ^ 0 "♦ 4 I 0095 «w'� f n ; 120251� 0335 J n°"° 10 0075 1470( 1100 0100 0490 0085 00 J- - ---}-------- I 1472 1 r+ 0341 1.100 A� I Pvn 11 0105 i 15 17.05 265 0339 I 12305 S):�( �1 1 1 12 N w- ♦ O k, ' C;R I `s 011 13 1 �j ,OQ 101 j 17 a I Ansi 1.100 AGS 1 185 60411 54 6Q013 0 0340 0338 1 3 �� I —195 I fi II� — S. 18TH. ST. --- ----- — --- 14 J susI t0 0346 i 30 30 0 00 15 . 6 70 _30 w J 0345 j 7 n� 3 .-_ _ I s , ------- �' 14400 I �, Ww 125 22 izo754 � � ` Ig 1.100 AC j 8 0180 "'M 12�0D1 .30350{ # 0345 !65 Q347 EAST 0175 69AA1 0160 215 1443 01 457.69 " J '100 V 1 ` '" 4$7.60 q,7 KIN I rrr1m zzo k5 r� 2.b1 Lot 1 y Lot 2 0351 79754 0353 ; 62071 F 54531 e I 02(15 147 0209 � 0206 � I 36 ��s, � 47 6.7 3 cno 14500# i" 92.87 n zF, 416 1.100 AC ' 0625#3' J h a 1 9 J i 79751 0208 Lot $ v y 0350 03520210 61221 ; 0 7 — — 33 — — — — _:� — — I 1334.51 0207 307.92 0 2£1 5 .14 — -M o--- --------- --- — - — ------------- ——(�--------- ----- — --- -- �! ----- so h 90 7AA 398.70/ v s4= ti 7, 031 I l2rm 62� o r, 8` 0203 loI 0392 i I 0361 0352 Q350e x 1.249 A ti n� ph / i I 0363 0200 0201 0199 0202 0197'°' /! 9 I e 9.Bfi KCSP 5770750M 1 qy Tw:Nn 4 / y LOT 1 I s;,l PCL. 1 4 n PCL 2 M rm s a q�• a'o N./ 43 5504# 1 1 0123 0.27 AC 63 is 0371 1.13 Ac PCL.3 94.93 � 0195 34 0144 %./1 LOT22 5 AC KCSP s '� - z_ 0372 r] n zis,s 57 % JP 0124 'mi I 57-,,V, 92 6 • 5 1 0.36 .8 �n_ 0373 r IMF �� — 20110722101756.001 After recording return l0; 20110222001750 Daniel E.3assen CHMWA TME Ito 62.40 6233 Hampton Road South PAGE -001 OF! 401 Seattle, WA 98158 0212 M11coum1 27 E2479569�1 elf"212611 16.13 Tn MV1MG (MM' me: PAGE -661 OF 0Bt Statutory Warranty Deed C41 loliovb_� THE GRANTORS Paul R. Houvener, also appearing of record as Paul Houvener, and Gale Houvener, husband and wife for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to Daniel E. 3assen, a married man as his sole and separate property the following described real estate, situated in the County oMing, State of Washington Tax Parcel Number(s): 7222DD0339 Abbreviated Legal: The East one-half of Lots 58 and 59 of Pial No- 2, Renton C*Operative Coal Company's Acre Tracts, according to the plat thereof recorded in volume 9 of plats, page 27, in King County, Washington; EXCEPT the south 65 feet of said Lot 59; and EXCEPT the north 61 feet of said Lot 58. Subject to: 1.) Exceptions and reservations for all coal, tiny, stone, oil and all minerals and mineral products, as recorded in deed recorded 12/1011907 under no. 464310.2.) Covenants, conditions and restrictions recorded 1712011907 under no. 464310_ A waiver ofthe reversionary clause contained in said instrument was recorded undcrno. 7402050010. Dated February 7, 2011 6' R. Houvener STATE OF Washington } County of King 1 certify that I know ar have satisfactwy evidence that I Paul R. Houvener & Gale Houvener Ware the erson s who appeared before me and saids aeknowled ed that hehh he' signed this instrument andacknowled ed it to ba hislhc !their rte and volunm act for the uses and purpom mentioned in this instrument. JJ Ihted: L 1'i(A r(h f �j 6// Notary Public' rthe Star of Washington Residingat Q My appointment Mpires: A LOIS 20110222001751. Ot Wbea recorded return to: DanielEL Jassen 20110222001151- 6233 lRampton Read Soutb CHICAGO TITLE QM 82. ee Seattle, WA 98188 ez/zs_12 1OFi003 KING COt1MTr, a E2479575 1a2/2KIQ2/,Z@t1 16 l6 SFlLE COUNTY, is} it@.so "0.Ea PAGE -e61 OF eat QUIT CLAIM DEED CFIl�&¢ I i At Grantor: Skirl Levy IEF#J� —4— Grantee: Daniel E. Jassen Abbreviated Legal: POR of TRSX& 59, Renton CC60P Coals Cis Acre TRS, VoL 9, Pints Fg. 27. S� THE GRALrMR Shiri Levy, sponse of grantee for and in consideration of To separate presumptive community property conveys and quit claims to Daniel E. Jamea, spouse of gmator the following descrw real estate. situatod in the County of itkC Stam of Washington, together with aU alter acquired title of At Grantor thein: The East one-half of Lots 58 and 59 of Plat No. 2, Renton Ce -Operative Coal Company's Acre Tracts, according io the plat thereof recorded in volume 9 of plats, page 27, in King Cmmty, Wasbington• EXCEPT the south 45 feet of said Loi 59; and EXCEPT the north 51 feet of said Lot 58. Tax Par;cl Numba(s): 7222EIMSO Dated: Fehruary7,2011 S1111-ri Ley STATE OF Washington } County of Kin ) SS: or for the uses =0 purposes mentioned to this ioatrmnent. Dated: Notary Public i!t und,(cr the of Washington I i u Residing at ,'y� , 87 nip Myappommratt-pit tl $ P�X W� 0621.12 - LPO -12 • Return Address: DANNY E JASSEN 6233 HAMPTON RD S SEATTLE, WA 98118 Document Title (s) (or transactions contained therein): 1. QUITCLAIM DEED 2. 3. 4, 20111222000897 tI' T1Tt l= CO eco 84.00 P"'OF OF ea 12/22/2011 14:28 KING COUNTY, UA E2523765 12/ZING2/2011 f#:i4 TAE COUNTY, uAs 1.008.23 S $H:250.00 PACE -001 OF 001 Reference Number (s) of Documents assigned or released; (on Dago of document (s)) Grantor (s) (Lastnamc fust, then fust name and initials) 1. ]ASSEN, DANIEL E 2. 3. 4. 5. s i i Grantee (s) (Last name fust, then first name and initials) 1. LEVY,BARAIC�0} 2. GVToRS EICOCIT11110glW1 04 3. 4, K11BS170t�Q�� 5. �OfB$�fi9 tt' Legal description (abbreviated: i.e. io4 Noel; plat or section, township, range) Portion of Lots 58 & 59 of Ptat No. 2 of Renton Co -Operative Coal Company's Acre Tracts Additional legal is on page 2 of document. Assessor's Property Tax Parcel/Account: 72UON339 The Auditor/Recorder will rely on the inforrnation provided on the form. The staff will not read the document to verify accuracy or completeness of the indexing information provided herein Vn61ir R .... A r .. When recorded remm to: Daniel E. Jamn 6215 Hampton Road South Seattle WA 98118 QUIT CLAM DEED THE GRANTOR(S) DANIEL E. JASSEN, a marred pemort as his separate estate, for and in consideration of Fifty-six thousand two -hundred fifty and no1100 dollars in hand paid, conveys and quit claims to Barak Levy, a sngle person, One-quarter (25°x) interest in the following described real estate, situated in the County orii:ing, State of Washington together with ail after acquired title of the grantor(s) herein: The east half of lots 58 anl, iof Plat No. 2 cd Renton Co-operative Coal Company's Acre Tracts According to the Plat Thereof Recorded in Volume 9 of Plats, Page 27 in King County, Washington, Except the South 65 Feet of Said Lot 59 and Except the North fit Feet of Said Lot 58. Abbreviated Legal; (Rewm irruit fegat no i m -w above,) Tax Parcel Number(s) 7222000339 Dated: December 01, 2011 r 0..L.1:.. D -,.,,..,t LPB 12-05(i)rev 1212006 Page 1 of 2 N .a STATE OF COUNTY OF \4 t� % ss. 1 certrfy brat 1 know "have satisfactory evidence that DANIEL E. JASSEN (is/arc) the person($) who appeared before me, and said person(s) acknowledged thea signed this instrument and acknowledged it to be Vtti free and voluntary act for the uses and purposes mentioned in this instrument. Dated: �prmttypmed.- Notary na Notary Public in and For the State of jet Residing at {� i — , WA My appointment expires: $ [I(I Z -STAN M BASSERI STATE OF WASHING" NOTARY PUB= W COMM SSIO rE EXF4 S 08-21.12 LPB 12-05(i)rev 1212006 Page 2 of 2 I gryerrsr rin+ RReorr _ i.Iltrt M• � Y � , Y,,. 484310-1 a �c r � : r.ML Its carp eo,tii and sgd by its prep 47 d agcy bu eut}ttyof ! '?< td of t ruetooe norp real ylr by Jacob y r th pros 19, 1 a n4 by 3oorge Donw Orth easy, A& atkosr Day 29-08, by JAcob Vurth nsa prem find oeorge M+ ne 1,-J../, pursuroth .•t ssi:ofr of fp foorp form) be; 13 11 Kings a np for rt re p n fe t �' • "rr y n+ s�v ... .Posy 1% by 11p ;1A i1RAnton VX) C" 11 "�[i• p{•fli 3,�, t,oT M. }i r k,tig a wseh►s,rr �riru htau�s :~►t Nr t } ,no ��� MM gob 20_07 46431� ••� Y lata Dee 28,06 4625 KM kr M KL. The Seattle Xlectric Company a Washington Carp to aK it iK. Sk Vike Kalpiahe �. ra w ni. 71• gboac to sp he, told in kee; WN n n. it Tt■ 57 58 59 60 and 61 i as platted and ahoun b on aas•rra ? plat NO 2 of ?be Renton co oparatlre Lxsal COO Acra ttb the J a end r•eadd IrtoA of lsosY, inrol y of Pl pg27, knd .�� a am buing nit in tp 2� $ N AR b X W V* crop and raatrg to `'' tiae rp ea, all coal clay stone 'oil and an mineral and rain.. for • ral produntsi exntg in nd -sobs dee pran e+ and avert paty thofr whetlier iitorore or haftur discovorud M the ?rt to mina r uarr 1 ant rocura ho ears* at uny thime ha;ter, , 1 � M •,;rf.s��;, r' ' ap herrr ahnll not Bell or kndij for' eel c nn,/ epi-ritwoue'.' ' ' . shalt 71Roun or attar intaxigating ligours or pfirs,iL.....:, SLK ' a tal o to be kart for vAle or on od prome I or psrmtt°to be A00 kept qny house of prostitution uponthn rd hin doal-and in on breacb of any ounditnu hire ad prorin rlhnll 1rnmgd1ht6ly to fp Roney tgrminnte and boot �a rold, and pty rev*rt ca, ;: sF M d fp may re anter and remoro all pdrons thfr. OW. aUbj to t-aorne and Weept e• :.•• ., f.,; �,;;' has those proiitst t.�,r� In wit whof fp erased I gryerrsr rin+ RReorr _ i.Iltrt M• � Y � , Y,,. 484310-1 a �c r � : r.ML Its carp eo,tii and sgd by its prep 47 d agcy bu eut}ttyof ! '?< td of t ruetooe norp real ylr by Jacob y r th pros 19, 1 a n4 by 3oorge Donw Orth easy, A& atkosr Day 29-08, by JAcob Vurth nsa prem find oeorge M+ ne 1,-J../, pursuroth .•t ssi:ofr of fp foorp form) be; 13 11 Kings a np for rt re p n fe t �' • "rr y n+ s�v ... .Posy 1% by 11p ;1A i1RAnton VX) C" 11 "�[i• p{•fli 3,�, t,oT M. }i r k,tig ?o ,7,) 0 k/,f 9Y of WAIVER MR RF;MS10it FEl s:l tf s ANY Ja.Y- • C) Whereas Pkigot Sound Power E Lipht Ca., the suecessor in interest of CD the Seattle Electric company, conveyed certain lands by bead recorded U- under Auditor's rile 11464310 in Tracts 57, 58, 594 60, and 61, of Plat 0 .'io. 2, Renton Co -Operative Coal Companytn Acre Tracts, according to 2 plat recorded in Volume 9 of Plat page 27, -in hinp, ounty, Washington and in said conveyance certain building and use restrictions where id d i i d f i f 'th &t4-1 t land 41.an a prov s on was rte a or &^avers on o e e o so conveyed in the event of breach of the restrictions so imposed. Now therefore in consideration of tho premises the Ast party, does convenant and spree to each and every owner of said property described above that: said first nnrty, its sucedasors and assigns will never claim a reversion of the title with respcot to any of tho lands so conveyed hereby. waiving in full all reversionary rights reserved to it. It it; understood however that by this instrument the building and use restrictions contained in the deed are not waived but the right of reverter in the event of breech thereof is waived.. 1UNAGER - REAL ESTATE DIVISION SPATE OF WASHINGTON, s s, County of 14 t N C. rrou..,rr On this clay of _3 tsty,�AN� 1-t -•--' A. D., 19.E before me personally appenred t. Spa 4: M A t'741'--_ kJ G:�t P- •- """"�"" - _ _ - -- - to me known to be theof the corporation thot executed the within and forc$oing instrument, And acknowledged the said Instrument to be tate free and vol- untary act and decd of said corporation for the uses and purposes therein mentioned, and an oath stated t _..hr __w►�5 nuthoriaed to execute snid instrument. '0 I. �77'NCsSS WllgREOP, 1 hmie hrretiaio set my hang' and affixed my official anal tke day and year jlrat ahem Notary Nblic lsr and far the State Al WdsAingta% rrsldi*X 1 1/hr Swurlty T Id• Inurante Company of Wa9hirgton - ACKNOWLEDGMENT -CORPORATION Lr) I I IN RE r.(l Kom ..... ..... * ------------ 6i 1974 FEB 5 W A 00 Ab 'Vt ELECTIONk. -KING CO. Wh ReCord 111"T' F I LED for at Request of SAFECO TITLE INS. CO. SEATTLE, WASH, 10 r- � 0eto - A �. Wk 6 ZPAN- tl(r" % Ufa • 24114222001753.001 1111111111111111111111111111 CHICAGO TITLE DT 63.00 PAGE -001 OF 021 62/22/2011 16:17 KING COUNTY, UA Return To: REPUBLIC MORTGAGE HOME LOANS LLC 5241 SOUTH STATE STREET, SUITE 2 MURRAY, UTAH 84107 Ann.- SHIPPING DEPTJDOC. CONTROL Loan No.: 7155491 Assessor's Parcel or Account Number: 722204-0339-09 Abbreviated Legal Description: POR OF TRS 58 & 59, RENTON CO-OP COAL CO'S ACRE TRS, VOL 9 PLATS PG 27 IMM-lude Io1, block Ind pfator section, township and range] Trustee; Chicago Title Insurance Company Full legal description located on page 16. Additional Grantees located on page 1. L ISpace Above This Lfae For Retordlef Date] DEED OF TRUST CHO MIN 1041247-0007155491-3 REF# � - MERS TELEPHONE: (888) 679-6377 DEFINITIONS Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 11, 13, 18, 20 and 21. Certain rules regarding the usage of words used in this document are also provided in Section 16. (A) "Security instrument" means this document, which is dated February 16, 2011, together with all Riders to this document. (B) "Borrower" is Daniel E. Jassen a married man, as his sale end separate property. Borrower is the trustor under this Security Instrument. (C) "Lender" is Republic Mortgage Home Loans LLC. Lender is a Limited Liability Company organized and existing under the laws of STATE OF UTAH. Lender's address is 5241 South State Street #2, Murray, UTAH 64107. (D) "Trustee" is Chicago Title Insurance Company, (E) "MFRS" is Mortgage .Electronic Registration Systems, Inc. MFRS is a separate corporation that is acting solely as a nominee for lender and Lender's successors and assigns. MERS is the beneticlary under WASHINGTON - Single Family- Fanok MaefFreddle Mat UNIFORIII INSTRUMENT WITH MERS 6A(WA) (49 1 h ) Page l of 16 dramNWR 1101 wacmend Initials] it it I aILV- n..--" 0 40 20110222001753.002 this Security Instrument. M£RS is organized and existing under the laws of Delaware, and has an address and telephone number of P.O. Box 2026, Flint, MI 48541-2026, tel. (888) 679 -NIERS. (l) "Note" means the promissory note signed by Borrower and dated February 16, 2011. The Note states that Borrower owes Lender Two Hundred Twenty Five Thousand And 041100 Dollars (U.S. $225,000.04) plus interest. Borrower has promised to pay this debt in regular Periodic Payments and to pay the debt in full not later than March 1, 2041. (G) "Property" means the property that is described below under the heading "Transfer of Rights in the Property." (H) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late charges due under the Note, and all sums due under this Security instrument, plus interest. (1) "Riders" means all Riders to this Security Instrument that are executed by Borrower. The following Riders are to be executed by Borrower [check box as applicable]: [ ] Adjustable Rate Rider f ] Condominium Rider [ ] Second Notre Rider [ ] Balloon Rider [ ] Planned Unit Development Rider [X] 1-4Family Rider [ ] VA Rider [ ] Biweekly Payment Rider [ ] Other(s) [specify) (J) "Applicable Law" means all controlling applicable federal, stale and local statutes, regulations, ordinances and administrative rules and orders (that have the effect of law) as well as all applicable final, non - appealable judicial opinions. (1) "Community Association Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on Borrower of the Property by a condominium association, homeowners association or similar organization. (L) "Electronic Funds Transfer" means any transfer of funds, other than a transaction originated by check, draft, or similar paper instrument, which is initiated through an electronic terminal, telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or credit an account. Such term includes, but is not limited to, point-of-sale transfers, automated teller machine transactions. transfers initiated by telephone, wire transfers, and automated clearinghouse transfers. (M) "Escrow Items" means those items that arc described in Section 3. (H) "Miscellaneous Proceeds" means any compensation, settlement, award of damages, or proceeds paid by any third party (other than insurance proceeds paid under the coverages described in Section S) for: (i) damage to; or destruction of, the Property; (ii) condemnation or other taking of all or any part of the Property; (iii) conveyance in lieu of condemnation; or (iv) misrepresentations of, or omissionsas to, the value and/or condition of the Property. (0) "Mortgage Insurance" means insurance protecting Lender against the nanpaymeni of, or default on, the Loan. (P) "Periodic Payment" means the regularly scheduled amount due for () principal and interest under the Note, plus (ii) any amounts under Section 3 of this Security Instrument. (Q) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. Section 2601 el seq.) and its implementing regulation, Regulation X (24 C.F.R_ Part 3500), as they might be amended from time to time, or any additional or successor legislation or regulation that governs the same subject matter. As used in this Security Instrument, "RESPA" refers to all requirements and restrictions that are imposed in regard to a "federally related mortgage loan" even if the Loan does not qualify as a "federally related mortgage loan" under RESPA. (R) "Successor in Interest or Borrower" means any party that has taken title to the Property, whether or not that party has assumed Borrower's obligations under the Note and/or this Security Instrument. WASHINGTON — Single Family -- Fnnnfe Madl7reddir Mee UNIFORM INSTRUMENT WITH MERS 6A(WA) (0811) Page 2 of 16 Fo m 3848 1101 � l�nitials: oL liAlF 40 40 201 1 0222001 753.003 TRANSFER OF RIGHTS IN THE PROPERTY The beneficiary of this Security Instrument Is MERS (solely as nominee for Lender and Lender's successors and assigns) and the successors and assigns of MERS. This Security Instrument secures to Lender: (i) the repayment of the Loan, and all renewals, extensions and modifications of the Note; and (ii) the perforinance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose, Borrower irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in the County ['type of Recording ]urisdiction3 of KING [Norm of Reoording lurisdiaionl: Full legal description Is located on page IG of this document. Parcel ID Number: 722200-0339.09 which currently has the address of 1719 Morris Avenue South [Street[ Renton [City], Washington 98055 Iz1P Code] ("Property Address'): TOGETHER WITH all the improvements now or hereafter erected on the property, and all casements, appurtenances, and fixtures now or hereafter apart of the property. All replacements and additions shall also be covered by this Security Instrument. All of the foregoing is referred to in this Security Instrument as the "Property." Borrower understands and agrees that MERS holds only legal title to the interests granted by Borrower in this Security Instrument, but, if necessary to comply with law or custom, MERS (as nominee for Lender and Lender's successors and assigns) has the right: to exercise any or all of those interes% including, but not limited to. the right to foreclose and sell the Property; and to take any action required of Lender including, but not limited to, releasing and canceling this Security Instrument. BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows: I. Payment of Principal, Interest, Escrow Items, Prepayment Charges, and Late Charges. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the Note and any prepayment charges and late charges due under the Note_ Borrower shall also pay funds for Escrow Items pursuant to Section 3. Payments due under the Note and this Security Instrument shall be made in U.S. currency. However, if any check or other instrument received by Lender as payment under the Note or this Security Instrument is returned to Lender unpaid, Lender may require that any or all subsequent payments due under the Note and this Security Instrument be made in one or more of the following forms, as selected by Lender: (a) cash; (b) money order, (c) certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality, or entity; or (d) Electronic Funds Transfer. Payments arc deemed received by Lender when received at the location designated in the Note or at such other location as may be designated by Lender in accordance with the notice provisions in Section 15. Lender may return any payment or partial payment if the payment or partial payments art insufficient to bring the Loan current. Lender may accept any payment or partial payment insufficient to bring the Loan current, without waiver of any rights hereunder or prejudice to its rights to refuse such payment or partial payments in the future, but Lender is not obligated to apply such payments at the time such payments are accepted. if each WASHINGTON — Singlc Family— Faonie Mae/Freddie Mac UNIFORfN INSTRUMENT WITH MIMS GA(WA) (0811) Fuge 3 of 16 Fo m 3048 clot bVW 'I tnitiatsLi`� mucic= PkIblin Rrr.nrd 4P 20110222001753.004 Periodic Payment is applied as of its scheduled due date, then Lender need not pay interest on unapplied funds. Lender may hold such unapplied funds until Borrower makes payment to bring the Loan current. If Borrower does not do so within a reasonable period of time, Lender shall either apply such funds or return them to Borrower. If not applied earlier, such funds will be applied to the outstanding principal balance under the Note immediately prior to foreclosure. No offset or claim which Borrower might have now or in the future against Lender shall relieve Borrower from making payments due under the Note and this Security Instrument or performing the covenants and agreements secured by this Security Instrument. 2. Application of Payments or Proceeds. Except as otherwise described in this Section 2, all payments accepted and applied by Lender shall be applied in the following order of priority: (a) interest due under the Note; (b) principal due under the Note; (c) amounts due under Section 3. Such payments shall be applied to each Periodic Payment in the order in which it became due. Any remaining amounts shall be applied first to late charges, second to any other amounts due under this Security Instrument, and then to reduce the principal balance of the Noto. If Lender receives a payment from Borrower for a delinquent Periodic Payment which includes a sufficient amount to pay any late charge due, the payment may be applied to the delinquent payment and the late charge. If more than one Periodic Payment is outstanding, Lender may apply any payment received from Borrower to the repayment of the Periodic Payments If, and to the extent that, each payment can be paid in full. To the extent that any excess exists after the payment is applied to the fall payment of one or more Periodic Payments, such excess may be applied to any late charges due. Voluntary prepayments shall be applied first to any prepayment charges and then as described in the Note. Any application of payments, insurance proceeds, or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the due date, or change the amount, of the Periodic Payments, 3. Funds for Escrow Items. Borrower shall pay to Lender on the day periodic Payments are due under the Note, until the Note is paid in full, a sum (the "Funds") to provide for payment of amounts due for: (a) taxes and assessments and other items which can attain priority over this Security Instrument as a lien or encumbrance on the Property; (b) leasehold payments or ground rents on the Property, if any; (c) premiums for any and all insurance required by Lender under Section 5; and (d) Mortgage Insurance premiums, if any, or any sums payable by .Borrower to Lender in lieu of the payment of Mortgage Insurance premiums in accordance with the provisions of Section I0. These items are called "Escrow Items." At origination or at any time during the term of the Loan, Lender may require that Community Association Dues, Fees, and Assessments, if any, be escrowed by Borrower, and such dues, fees and assessments shall be an Escrow Item. Borrower shalt promptly furnish to Lender all notices of amounts to be paid under this Section. Borrower shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's obligation to pay the Funds for any or all Escrow Items. Lender may waive Borrower's obligation to pay to Lender Funds for any or all Escrow Items at any lime. Any such waiver may only be in writing. In the event of such waiver, Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for which payment of Funds has been waived by Lender and, if Lender tequires, shall furnish to Lender receipts evidencing such payment within such time period as Lender may require. Borrower's obligation to make such payments and to provide receipts shall for all purposes be deemed to be a covenant and agreement contained in this Security Instrument, as the phrase "covenant and agreement" is used in Section 9. If Borrower is obligated to pay Escrow Itents directly, pursuant to a waiver, and Borrower fails to pay the amount due for an Escrow Item, Lender may exercise its rights under Section 9 and pay such amount and Borrower shall then be obligated under Section 9 to repay to Lender any such amount. Lender may revoke the waiver as to any or all Escrow Items at any time by a notice given in accordance with Section 15 and, upon such revocation, Borrower shall pay to Lender all Funds, and in such amounts, that are then required under this Section 3. WASHINGTON — Single Family — Fnnnle MaNFreddle Mae UNIFORM INSTRUMENT WITH MFRS 6A(WA)(0911) Page4or16 Form3049 9101 IDniG� M#t ➢"W", U -.i 20114222001753.005 Lender may, -at any time, collect and hold Funds in an amount (a) sufficient to permit Lender to apply the Funds at the time specified under RESPA, and (b) not to exceed the maximum amount a lender can require under RESPA. Lender shall estimate the amount of Funds due on the basis of current data and reasonable estimates of expenditures of future Escrow Items or otherwise in accordance with Applicable Law. The Funds shall be held in an institution whose deposits are insured by a federal agency, instrumentality, or entity (including Lender, if Lender is an institution whose deposits are so insured) or in any Federal Home Loan Bank. Lender shall apply the Funds to pay the Escrow items no later than the time specified under RESPA. Lender shall not charge Borrower for holding and applying the Funds, annually analyzing the escrow account, or verifying the Escrow Items, unless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make such a charge. Unless an agreement Is made in writing or Applicable Law requires interest to be paid on the Funds, Lender shall not be required to pay Borrower any interest or earnings on the Funds. Borrower and Lender can agree in writing, however, that interest shall be paid on the Funds. Lender shall give to Borrower, without charge, an annual accounting of the Funds as required by RESPA. If there is a surplus of Funds held in escrow, as defined under RESPA, Lender shall account to Borrower for the excess finds in accordance with RESPA. if there is a shortage of Funds held in escrow, as defined under KESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the shortage in accordance with RESPA, but in no more than 12 monthly payments, if there is a deficiency of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the deficiency in accordance with RESPA, but in no more than 12 monthly payments. Upon payment in full of all sums secured by this Security Instrument, Lender shall promptly refund to Borrower any Funds held by Lender. 4. Charges; Liens. Borrower shall pay all taxes, assessments, charges, fines, and impositions attributable to the Property which can attain priority over this Security Instrument, leasehold payments or ground rents on the Property, if any, and Community Association Dues, Fees, and Assessments, if any. To the extent that these items are Escrow Items, Borrower shall pay them in the manner provided in Section 3. Borrower shall promptly discharge any lien which has priority over this Security instrument unless Borrower. (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender, bort only so ions as Borrower is performing such agreement; (b) contests the lien in good faith by, or defends against enforcement of the lien in, legal proceedings which in Lender's opinion operate to prevent the enforcement of the lien while those proceedings are pending, but only until such proceedings are concluded; or (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument. If Lender determines that any part of the Properly is subject to alien which can attain priority over this Security Instrument, Lender may give Borrower a notice identifying th6 lien. Within 10 days of the date on which that notice is given, Borrower shall satisfy the lien or take one or more of the actions set forth above in this Section 4. Lender may require Borrower to pay a one-time charge for a real estate tax verification and/or reporting service used by Lender in connection with this Loan. 5. Property Insurance. Borrower shall Steep the improvements now existing or hereafter erected on the Property insured against loss by fire, hazards included within the term "extended coverage," and any other hazards including, but not limited to, earthquakes and floods, for which Lender requires insurance. This insurance shall be maintained in the amounts (including deductible levels) and for the periods that Lender requires. What Lender requires pursuant to the preceding sentences can change during the term of the Loan. The insurance carrier providing the insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choice, which right shalt not be exercised unreasonably. Lender may require Borrower to WASHINGTON --Single Family— Fannie MaelPreddle Mae UNIFORM INMUMENT WITH MFRS 6AtWAj(0911) Page 5 of 16 DIaFFoo �3a4a 1101 Pubtic Record 20110222001753.006 pay, in connection with this Loan, either. (a) a one-time charge for flood zone determination, certification and tracking services; or (b) a one -lime charge for flood zone determination and certification services and subsequent charges each time remappings or similar changes occur which reasonably might affect such determination or certification. Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency in connection with the review of any Hood none determination resulting from an objection by Borrower. If Borrower fails to maintain any of the coverages described above, Lender may obtain insurance coverage, at Lender's option and Borrower's expense. Lender is under no obligation to purchase any particular type or amount of coverage. Therefore, such coverage shall cover Lender, but might or might not protect Borrower, Borrower's equity in the Property, or the contents of the Property, against any risk, hazard or liability and might provide greater or lesser coverage than was previously is effect. Borrower acknowledges that the cost of the insurance coverage so obtained might significantly exceed the cost of insurance that Borrower could have obtained. Any amounts disbursed by Lender under this Section 5 shall become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. All insurance policies required by Lender and renewals of such policies shall be subject to Lender's right to disapprove such policies, shall include a standard mortgage clause, and shall name Lender as mortgagee and/or as an additional loss payee. Lender shall have the right to hold the policies and renewal certificates. If Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. If Borrower obtains any form of insurance coverage, not otherwise required by Lender, for damage to, or destruction of, the Property, such policy shall include a standard mortgage clause and shall name Lender as mortgagee and/or as an additional loss payee. In the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing, any Utsttrance proceeds, whether or not the underlying insurance was required by Lender, shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to hold such insurance proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such insurance proceeds, Lender shall not be required to pay Borrower any interest or earnings on such proceeds. Fees for public adjusters, or other third parties, retained by Borrower shall not be paid out of the insurance proceeds and shall be the sole obligation of Borrower. If the m3toration or repair is not economically feasible or Lender's security would be lessened, the insurance proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. Such insurance proceeds shall be applied in the order provided for in Section 2. If Borrower abandons the Property, Lender may file, negotiate and settle any available insurance claim and related matters. if Borrower does not respond within 30 days to a notice from Lender that the insurance carrier has offered to settle a claim, then Lender may negotiate and settle the claim. The 30 -day period will begin when the notice is given. In either event, or if Lender acquires the Property under Section 22 or otherwise, Borrower hereby assigns to Lender (a) Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid under the Note or this Security Instrument, and (b) any other of Borrower's rights (other than the right to any refund of unearned premiums paid by Borrower) under all insurance policies covering the Property, insofar as such rights are applicable to the coverage of the Property. Lender may use the insurance WASHINGTON- Single Family- Fannie Ma&TrWdie Mae UNIFORM INSTRUMENT WITH i11£RS GA(iWAI (0811) Page 6 or 16 loe 3848 Hill lnitiats� i`'M 1 i= i I 20110222001753.007 proceeds either to repair or restore the Property or to pay amounts unpaid under the Dote or this Security Instrument, whether or not then due. 6. Occupancy. Borrower shall occupy, establish, and use the Property as Borrower's principal residence within 60 days after the execution of this Security Instrument and shall continue to occupy the Property as Borrower's principal residence for at least one year after the date of occupancy, unless Lender otherwise agrees in writing, which consent shall not be unreasonably withheld, or unless extenuating circumstances exist which are beyond Borrower's control. 7. Preservation, Maintenance and Protection of the Property; Inspections. Borrower shall not destroy, damage or impair the Property, allow the Property to deteriorate or commit waste on the Property. Whether or not Borrower is residing in the Property, Borrower shall maintain the Property in order to prevent the Property from deteriorating or decreasing in value due to its condition, finless it is determined pursuant to Section 5 that repair or restoration is not economically feasible, Borrower shall promptly repair the Property if damaged to avoid further deterioration or damage. If insurance or condemnation proceeds are paid in connection with damage to, or the taking of, the Property, Borrower shall be responsible for repairing or restoring the Property only if Lender has released proceeds for such purposes. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. I f the insurance or condemnation proceeds are not sufficient to repair or restore the Property, Borrower is not relieved of Borrower's obligation for the completion ofsuch repair or restoration. Lender or its agent may make reasonable entries upon and inspections of the Property. If it has reasonable cause, Lender may inspect the interior of the improvements on the Property. Lender shall give Borrower notloe at the time of or prior to such an interior inspection specifying such reasonable cause. & Borrower's Loan Application. Borrower shall be in default if, during the Loan application process, Borrower or any persons or entities aging at the direction of Borrower or with Borrower's knowledge or consent gave materially false, misleading, or inaccurate Information or statements to Lender (or failed to provide Lender with material information) in connection with the Loan. Material representations include, but are not limited to, representations concerning Borrower's occupancy of the Property as Borrower's principal residence. 9. Protection of Lender's Interest in the Property and Rights Under this Security Instrument. If (a) Borrower fails to perform the covenants and agreements contained in this Security Instrument, (b) there is a legal proceeding that might significantly affect Lender's interest in the Property and/or rights under this Security Instrument (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of a lien which may attain priority over this Security Instrument or to enforce laws or regulations), or (c) Borrower has abandoned the Property, then Lender may do and pay for whatever is reasonable or appropriate to protect Lender's interest in the Property and rights under this Security Instrument, including protecting and/or assessing the value of the Property, and securing and/or repairing the Property. Lender's actions can include, but are not limited to: (a) paying any sums secured by a lien which has priority over this Security Instrument: (b) appearing in court; and (c) paying reasonable attorneys' fees to protect its interest in the Property and/or rights under this Security Instrument, including its secured position in a bankruptcy proceeding. Securing the Property includes, but is not limited to, entering the Property to stake repairs, change locks, replace or board up doors and windows, drain water from pipes, eliminate building or other code violations or dangerous conditions, and have utilities turned on or off. Although Lender may take action under this Section 9, Lender does not have to do so and is not under any duty or obligation to do so. It is agreed that Lender incurs no liability for not taking any or all actions authorized under this Section 9. Any amounts disbursed by Lender under this Section 9 shall become additional debt of Borrower secured by ibis Security Instrument, These amounts shall bear Interest at the Nate rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. WASHINGTON —Single Family—Fannie MQaWreddie Alae UNIFORM INSTRUMENT WITH MERS 6A(WA) (W 11) Page 7 of IG Farm 3046 Uel Irnin�Isb h _jj IF- • do 20110222001753.008 If this Security Instrument is on a leasehold, Borrower shall comply with all the provisions of the lease. If Borrower acquires fee title to the Property, the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing. 10. Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan, Borrower shall pay the premiums required to maintain the Mortgage Insurance in effect. If, for any reason, the Mortgage Insurance coverage required by Lender ceases to be available from the mortgage insurer that previously provided such insurance and Borrower was required to snake separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to obtain coverage substantially equivalent to the Mortgage insurance previously in effect, at a cost substantially equivalent to the cost to Borrower of the Mortgage Insurance previously in efibct, from an alternate mortgage insurer selected by Lender. If substantially equivalent Mortgage Insurance coverage is not available, Borrower shall continue to pay to Lender the amount of the separately designated payments that were due when the insurance coverage ceased to be in effect. Lender will accept, use and retain these payments as a non-refundable loss reserve in lieu of Mortgage Insurance. Such loss reserve shall be non-refundable, notwilhstanding the fact that the Loan is ultimately paid in full, and Lender shall not be required to pay Borrower any interest or earnings on such loss reserve. Lender can no longer require loss reserve payments if Mortgage Insurance coverage (in the amount and for the period that Lender requires) provided by an insurer selected by Lender again becomes available, is obtained, and Lender requires separately designated payments toward the premiums for Mortgage insurance. If Lender required Mortgage Insurance as a condition of making the Loan and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to maintain Mortgage Insursnce in effect, or to provide a non-refundable loss reserve, until Lender's requirement for Mortgage Insurance ends in accordance with any written agreement between Borrower and Lender providing for such termination or until termination is required by Applicable Law. Nothing in this Section 10 affects Borrower's obligation to pay interest at the rate provided in the Note. Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain losses it may incur if Borrower does not repay the Loan as agreed. Borrower is not a patty to the Mortgage insurance. Mortgage Insurers evaluate their total risk on all such insurance in force from time to time, and may enter into agreements with other parties that share or modify their risk, or reduce losses. These agreements are on terms and conditions that are satisfactory to the mortgage insurer and the other party (or parties) to these agmernents. These agreements may require the mortgage insurer to make payments using any source of funds that the mortgage insurer may have available (which may include funds obtained from Mortgage Insurance premiums). As a result of these agreements, Lender, any purchaser of the Note, another Insurer, any reinsurer, any other entity, or any affiliate of any of the foregoing, may receive (directly or indirectly) amounts that derive from (or might be characterized as) a portion of Borrower's payments for Mortgage Insurance, in exchange for sharing or modifying the mortgage insurer's risk, or reducing losses. If such agreement provides that an affiliate of Lender takes a share of the insurer's risk in exchange for a share of the premiums paid to the insurer, the arrangement is often termed "captive reinsurance." Further. (a) Any such agreements will not affect the amounts that Borrower has agreed to pay for Mortgage Insurance; or any other terms of the Loan. Such agreements will not increase the amount Borrower will awe for Mortgage Insurance, and they will not entitle Borrower to any refund. (b) Any such agreements will not affect the rights Borrower has - if any - with respect to the Mortgage Insurance under the Homeowners protection Act of 1998 or any other law. These rights may Include the right to receive certain disclosures, to request and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance terminated automatically, and/or to receive a refund of any Mortgage Insurance premiums that were unearned at the time or such cancellation or termination. WASHINGTON —Single Family—Fannie MaerFreddie Mat UNIFORM INSTRUMENT WITH MFRS 6A(WA)(0811) Post 8of16 F"m3W® 11DI Inilial$A H#i 20110222001753.009 It. Assignment of Miscellaneous Proceeds; Forfeiture. All Miscellaneous Proceeds are hereby assigned to and shall be paid to Lender. If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or repair of the Properly, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to hold such Miscellaneous Proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such: inspection shall be undertaken promptly. Lender may pay for the repairs and restoration in a single disbursement or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such Miscellaneous Proceeds, Lender shall not be required to pay Borrower any interest or earnings on such Miscellaneous Proceeds. I fthe restoration or repair is not economically feasible or Lender's security would be lessened, the Miscellaneous Proceeds shall be applied to the Sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. Such Miscellaneous Proceeds shall be applied in the order provided for in Section 2. In the event of a total taking, destruction, or loss in value of the Property, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. In the event of a partial taking, destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is equal to or greater than the amount of the sums secured by this Security Instrument immediately before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing, the sums secured by this Security Instrument shall be reduced by the amount of the Miscellaneous Proceeds multiplied by the following fraction. (a) the total amount of the sums secured immediately before the partial taking, destruction, or loss in value divided by (b) the fair market value of the Property immediately before the partial taking, destruction, or loss in value. Any balance shall be paid to Borrower. In the event of a partial taking, destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is less than the amount of the suras secured immediately before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due. If the Property is abandoned by Borrower, or if, atter notice by Lender to Borrower that the Opposing Party (as defined in the next sentence) offers to make an award to settle a claim for damages, Borrower fails to respond to Lender within 30 days after the date the notice is given, Lender is authorized to collect and apply the Miscellaneous Proceeds either to restoration or repair of the Property or to the sums secured by this Security Instrument, whether or not then due. "Opposing Party" means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a right of action in regard to Miscellaneous Proceeds. Borrower shall be in default if any action or proceeding, whether civil or criminal, is begun that, in Lender's judgment, could result in forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. Borrower can cure such a default and, if acceleration has occurred, reinstate as provided in Section 19, by causing the action or proceeding to be dismissed with a ruling that, in Lender's judgment, precludes forfeiture of On Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. The proceeds of any award or claim for damages that are attributable to the impairment of Lender's interest in the Property are hereby assigned and shall be paid to Lender. All Miscellaneous Proceeds that are not applied to restoration or repair of the Property shall be applied in the order provided for in Section 2. WASRINGTON —Single Family— Fannie MacTreddle Mac UNIFORM IN ItUdl£NT watt MFRS 6A(WA) (08 11) Page 9 of l6 Form 3045 1101 Im�s� y#Jr 40 40 20116222001753.010 12. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of the time for payment or modification of amortization of the sums secured by this Security Instrument granted by Lender to Borrower or any Successor in Interest of Borrower shall not operate to release the liability of Borrower or any Successors in Interest of Borrower. Lender shall not be required to commence proceedings against any Successor in Interest of Borrower or to refuse to extend time for payment or otherwise modify amortization of the sums secured by this Security Instrument by reason of any demand made by the original Borrower or any Successors in Interest of Borrower. Any forbearance by Lender in exercising any tight or remedy including, without limitation, Lender's acceptance of payments from third persons, entities or Successors in Interest of Borrower or in amounts less than the amount then due, shall not be a waiver of or preclude the exercise of any right or remedy. 13. Joint and Several Liability; Co-signers; Successors and Assigns Bound. Borrower covenants and agrees that Borrower's obligations and liability shall be joint and several. However, any Borrower who cosigns this Security Insmunent but does not execute the Note (a "co-signer"): (a) is co-signing this Security Instrument only to mortgage, grant and convey the co-signer's interest in the Property under the terms of this Security Instrument; (b) is not personally obligated to pay the sums secured by this Security Instrument; and (c) agrees that Lender and any other Borrower can agree to extend, modify, forbear or make any accommodations with regard to the terms of this Security Ittstrament or the Note without the co-signer's consent. Subject to the provisions of Section IS, arty Successor in Interest of Borrower who assumes Borrower's obligations under this Security Instrument in writing, and is approved by Lender, shall obtain all of Borrower's rights and benefits under this Security instrument. Borrower small not be released from Borrower's obligations and liability under this Security Instrument unless Lender agrees to such release in writing. The covenants and agreements of this Security Instrument shall bind (except as provided in Section 20) and benefit the successors and assigns of Lender. 14. Loan Charges. Lender may charge Borrower fees for services performed in connection with Borrower's default, for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument, including, but not limited to, attorneys' fees, property inspection and valuation fees. In regard to any other fees, the absence of express authority in this Security Instrument to charge a specific fee to Borrower shall not be construed as a prohibition on the charging of such fee, Lender may not charge fees that arc expressly prohibited by this Security Instrument or by Applicable Law. If the Loan is subject to a law which sets maximum loan charges, and that law is finally Interpreted so that the interest or other loan charges collected or to be collected in connection with the Loan exceed the permitted limits, then: (a) any such loan charge shall be reduced by the amount necessary to reduce the charge to the permitted limit; and (b) any sums already collected from Borrower which exceeded permitted limits will be refunded to Borrower. Lender may choose to make this refund by reducing the principal owed under the Mote or by making a direct payment to Borrower. If a refund reduces principal, the reduction will be treated as a partial prepayment without any prepayment charge (whether or not a prepayment charge is provided for under the Note). Borrower's acceptance of any such refund made by direct payment to Borrower will constitute a waiver of any right of action Borrower might have arising out of such overcharge. is. Notkes, All notices given by Borrower or Lender in connection with this Security Instrument must be in writing. Any notice to Borrower in connection with this Security Instrument shall be deemed to have been given to Borrower when mailed by fust class mail or when actually delivered to Borrower's notice address if sent by other means. Notice to any one Borrower shall constitute notice to all Borrowers unless Applicable Law expressly requires otherwise. The notice address shall be the Property Address unless Borrower has designated a substitute notice address by notice to Lender. Borrower shall promptly notify Lender of Borrower's change of address. if Lender specifies a procedure for reporting Borrower's change of address, then Borrower shall only report a change of address through that specified procedure. There may be only one designated notice WASHINGTON—Single Family—Fannie MadFreddleMae UNIFORM INSCRUMERT WITH MERS 6A(WA) (0111) Parc l o or ii Fol 3038 1101 Initials: � � Public Record 20110222001753.011 address under this Security Instrument at any one time. Any notice to Lender shall be given by delivering it or by mailing it by first class mail to Lender's address stated herein unless Lender has designated another address by notice to Borrower. Any notice in connection with this Security Instrument shall not be deemed to have been given to Lender until actually received by Lender. If any notice required by this Security Instrument is also required under Applicable Law, the Applicable Law requirement will satisfy the corresponding requirement under this Security Instrument. 16. Governing Law; Severabllity; Rules of Construction. This Security Instrument shall be governed by federal law and the law of the jurisdiction in which the property is located. All rights and obligations contained in this Security Instrument are subject to any requirements and limitations of Applicable Law. Applicable Law might explicitly or implicitly allow the parties to agree by contract or it might be silent, but such silence shall not be construed as a prohibition against agreement by contract. In the event that any provision or clause ofthis Security Instrument or the Note conflicts with Applicable Law, such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision. As used in this Security Instrument: (a) words of the masculine gender shall mean and include corresponding neuter words or words of the feminine gender; (b) words in the singu tar shall meant and include the plural and vice versa; and (c) the word "may" gives sole discretion without any obligation to take any action. 17. Borrower's Copy. Borrower shall be given one copy of the Note and of this Security Instrument. is. Transfer of the Property or a Beneficial Interest in Borrower. As used in this Section 18, "Interest in the Property" means any legal or beneficial interest in the Property, including, but not limited to, those beneficial interests transferred in a bond for deed, contract for deed, installment sales contract or escrow agreement, the intent of which is the transfer of title by Borrower at a future date to a purchaser. If all or any part of the Property or any Interest in the Property is sold or transferred (or if Borrower is not a natural person and a beneficial imerest in Borrower is sold or transferred) without Lender's prior written consent, Lender may require immediate payment in full of all sums secured by this Security Instrument. However, this option shall not be exercised by Lender if such exercise is prohibited by Applicable Law. If Lender exercises this option, Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is given in accordance with Section 15 within which Borrower must pay all sums secured by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security instrument without further notice or demand on Borrower. 19. Borrower's Right to Reinstate After Acceleration. If Borrower meets certain conditions, Borrower shall have the right to have enforcement of this Security Instrument discontinued at any time prior to the earliest or- (a) five days before sale of the Property pursuant to any power of sale contained in this Security Instrument; (b) such other period as Applicable Law might specify for the termination of Borrower's right to reinstate; or (c) entry of a judgment enforcing this Security Instrument. Those conditions are that Borrower: (a) pays Lender all sums which then would be due under this Security Instrument and the Note as if no acceleration had occurred; (b) cures any default of any other covenants or agreements; (c) pays all expenses incurred in enforcing this Security Instrument, including, but not limited to, reasonable attorneys' fees, property inspection and valuation fees, and other fees incurred for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument; and (d) takes such action as Lender may reasonably require to assure that Lender's interest in the Property and rights under this Security Instrument, and Borrower's obligation to pay the sums secured by this Security Instrument, shall continue unchanged. Lender may require that Borrower pay such reinstatement sums and expenses in one or more of the following forms, as selected by Lender: (a) cash; (b) money order, (e) certified check, bank check, treasurer's check or cashier's check, provided any such check is WASHINGTON —Single Fendty— Fannie MadFreddie Moe UNIFORM INMUMENT WITH MERS AA(WA) (0811) Page 11 of 16 Form 3W8 1101 lntl.� k,U� Public Renard 20110222001753.O12 drawn upon an institution whose deposits are insured by a federal agency, instrumentality or entity; or (d) Ekctmnic Funds Transfer. Upon reinstatement by Borrower, this Security instrument and obligations secured hereby shall remain fully effective as if no acceleration had occurred. However, this right to reinstate shall not apply in the case of acceleration emder Section 18. 20. Sale of Dote; Change of Loan Servicer; Notice of Grievance. The Note or a partial interest in the Note (together with this Security Instrument) can be sold one or more times without prior notice to Borrower. A sale might result in a change in the entity (known as the: -Loan Servicer") that collects Periodic Payments due under the Note and this Security Instrument and performs other mortgage loan servicing obligations under the Note, this Security Instrument, and Applicable Law. There also might be one or more changes of the.Loan Servicer unrelated to a sale of the Nate. If there is a change of the Loan Servicer, Borrower will be given written notice of the change which will state the name and address of the new Loan Servicer, the address to which payments should be made and any other information RESPA requires in connection with a notice of transfer of servicing, if the Note is sold and thereafter the loan is serviced by a Loan Servicer other than the purchaser of the Note, the mortgage loan servicing obligations to Borrower will remain with the Loan Servicer or be transferred to a successor Loan Servictr and arc not assumed by the Note purchaser unless otherwise provided by the Note purchaser. Neither Borrower nor Lender may commence, join, or be joined to any judicial action (as either an individual litigant or the member of a class) that arises from the other party's actions pursuant to this Security Instrument or that alleges that the other party has breached any provision of, or any duty owed by reason of, this Security Instrument, until such Borrower or Lender has notified the other parry (with such Notice given in compliance with the requirements of Section 15) of such alleged breach and afforded the other party hereto a reasonable period after the giving of such notice to take corrective action. If Applicable Law provides a time period which must elapse before certain action can be taken, that time period will be deemed to be reasonable for purposes of this paragraph. The notice of acceleration and opportunity to cure given to Borrower pursuant to Section 22 and the notice of acceleration given to Borrower pursuant to Section 18 shall be deemed to satisfy the notice and opportunity to take corrective action provisions of this Section 20. 21. Hazardous Substances. As used in this Section 21: (a) "Hazardous Substances" are those substances defined as toxic or hazardous substances, pollutants, or wastes by Environmental Law and the following substances: gasniine, kerosene, other flammable or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials; (b) "Environmental Law" means federal laws and laws of the jurisdiction where the Property is located that relate to health, safety or environmental protection; (c) "Environmental Cleanup" includes any response action, remedial action, or removal action, as defined in Environmental Law; and (d) an "Environmental Condition" means a condition that can cause, contribute to, or otherwise trigger an Environmental Cleanup. Borrower shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Hazardous Substances, on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Property (a) that is in violation of any Environmental Law, (b) which creates an Environmental Condition, or (c) which, due to the presence, use, or release of a Hazardous Substance, creates a condition that adversely affects the value of the Property. The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property (including, but not limited to, hazardous substances in consumer products)_ Borrower shall promptly give Lender written notice of (a) any investigation, claim, demand, lawsuit or other action by any governmental or regulatory agencq or private parry involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge, (b) any Environmental Condition, including but not limited to, any spilling, leaking, discharge, release or threat of release of any WASHINCPON—Singlo Family—Fsnole MsrlFreddle Mite UNIFORM INURUMENT WITH MFRS 6A(WA) (0$l I) Page 12 of 16 btu rm 8048 9101 Inhiats�F R i+n A 40 20110222001753.013 Hazardous Substance, and (c) any condition caused by Iht presence, use or release of a Hazardous Substance which adversely affects the value of the Property. If Borrower teams, or is notified by any governmental or regulatory authority, or any private party, that any removal or other remediation of any Hazardous Substance affecting the Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law. Nothing herein shall create any obligation on Lender for an Environmental Cleanup. NON-UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: 22. Acceleration; Remedies. Lender shall give notice to Borrower prior to acceleration following Borrower's breach of any covenant or agreement in this Security Instrument (but not prior to acceleration under Section IS unless Applicable Law provides otherwise). The notice shall specify: (a) the default; (b) the action required to care the default; (c) a date, not less than 34 days from the date the notice is given to Borrower, by which the defaalt must be cured; and (d) that failure to cure the default on or before the date specified in the notice may result In acceleration of the sums secured by this Security Instrument and sale of the Property at public auction at a date not less than 120 days in the future. The notice shall further inform Borrower of the right to reinstate after acceleration, the right to bring a court action to assert the non-existence of a default or any other defense of Borrower to acceleration and sale, and any other matters required to be included In the notice by Applicable Law. If the default is not cured on or before the date specified In the notice, Lender at Its option, may require immediate payment In full of all sums secured by this Security Instrument without further demand and may invoke the power of sale and/or any other remedies permitted by Applicable Low. fender shall be entitled to collect all expenses Incurred in pursuing the remedies provided In this Section 22, including, but not limited to, reasonable attorneys' fees and costs of title evidence. If Lender invokes the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Trustee and Lender shall take such action regarding notice of sale and shall give such notices to Borrower and to other persons as Applicable Law may require. After the time required by Applicable Law and after publication of the notice of sale, Trustee, without demand on Borrower, shalt sell the Property at public auction to the highest bidder at the time and place and under the lerms designated In the notice of sale In one or more parcels and in any order Trustee determines. Trustee may postpone sale of the Property for a period or periods permitted by Applicable Law by public announcement at the time and place fixed in the notice of sale. Lender or its designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any Covenant or warranty, expressed or Implied. The recitals in the Trustee's deed shall be prima facie evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale in the following order: (a) to all expenses of the sale, Including, but not litaited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Security Instrument; and (c) any excess to the person or persons legally entitled to it or to the clerk of the superior court of the county In which the sale took place. 23. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lendcr shall request Trustee to reconvey the Property and shall surrender this Security Instrument and all notes evidencing debt secured by this Security Instrument to Trustee. Trustee shall reconvey the Property without warranty to the person or persons legally entitled to it. Such person or persons shall pay any recordation costs and the Trustee's fee for preparing the reconveyance. 24. Substitute Trustee. In accordance with Applicable Law, Lender may from time to time appoint a successor trustee to any Trustee appointed hereunder who has ceased to act. Without conveyance of the Properly, the successor trustee shall succeed to all the title, power and duties conferred upon Trustee herein and by Applicable Law. 25. Use of Property. The Property Is not used principally for agricultural purposes. WASHINGTON —5ingk Family—Fannie MaefFrcddic Mac UNIFORM INSTRUMENT WITH MERS tiA(WA) (08 11) Par 13 of 16 be FDrrm 3048 1101 14 InitialsAift h IVF Rrx=d 40 40 20110222001753.014 36. Attorneys' Fees. Lender shall be entitled to recover its reasonable anomeye fees and costs in any action or proceeding to construe or enforce any term of this Security Instrument. The term "attorneys' fees," whenever used in this Security Instrument. shall include without limitation allorncys' fees incurred by Lender in any bankruptcy proceeding or on appeal. ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW, BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Security Instrument and in any Rider executed by Borrower and recorded with it. Witnesses: g0.s"+_QQj —f Daniel E. Jassen -Borrower by Lawrence S. Jassen, as his attorney in fact WASHINGTON—Single Family—Fannie Mae/Freddia Mse UNIFORM INSTRUMENT WITH MGRS 6A(WA) (Os 11) Pap 14 or j 6 Form 3446 1141 Public Record • 40 STATE OF WASHINGTON County of ss' On this day personally appeared before me Daniel E. Jassen to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledgedt heshemey signed the same as his/her/their free and voluntary act and deed, for the uses and purposes tharei� thmentioned. GIVEN under my hand and official seal this day of Notary FoblIc in red for tlp'SWe of Weshinglon, residing at My AppointmenjeEnpires on q� WASHINGTON—Single Family— Fannie MadFreddle Mac UNIFORM INSTRUMENT WITH MERS 6A(WA) (09 11) page IS of 15 Form 3448 1101 Initials: Puhlir. RPPAM 20110222001753.015 40 40 20110222001753.076 ACKNOWLEDGMENT Attomey In Fact ATTACHED TO and made a part of ,06,5,0 Qom. -'Y*;9�6T State of Washington County of King_ } SS: On this -/Y— day of February, 2011 before me personally appeared Lawrence E. Jassen, who executed the within instrument as Attorney In Fact for Daniel E. Jassen and acknowledged tome that he signed and scaled the same as his free and voluntary act and deed as Attorney In Fact far Daniel E. Jassen for the uses and purposes there in mentioned, and on oath stated that the Power of Attorney authorizing the execution of this instrument has not been revoked and that the said Dan€el E. Jassen is now living, and is not incompetent. ' `1 Given under my hand and official seat the day and Wary Public in #1d far the tate of Washington Residing at: My appointment expires: Public Recnn{ 20110222001753.017 The East Dae -Half of Lots 58 and 59 of Plat No. 2, Renton Ca -operative Coal Company's Acre Tracts, according to the plat thereof recorded in Volume 9 of Plats, Page 27, in King County, Washington; EXCEPT the South 65 feet of said Lot 59; and EXCEPT the North 61 feet of said Lot 58. WASHINGTON—Single Family—FannieMae/Freddle Mar UNIFORM INSTRUMENT WIT11 MFRS 6A(WA) (Q8 t I) Page 16 of l6 lb Farm 3W 1161 Initials. fl 1 Pithlir Rrr YA 40 40 20110222001753.01 S Loan Ne.: 7ISS491 I4 FAMILY RIDER (Assignment of Rents) THIS 14 FAMILY RIDER is made this 16th day of February, 2011, and is incorporated into and shall be deemed to amend and supplement the Mortgage, Deed of Trust, or Security Deed (the "Security Instnunent") of the same date given by the undersigned (the "Borrower) to secure Borrower's Note to Repubflc Mortgage Home Loans LLC ( the "Lender") of the same date and covering the Property described in the and located at: 1719 Morris Avenue South, Renton, WASHINGTON 98055 (Property Address) 14 FAMILY COVENANTS. In addition to the covenants and agreements made in the Security Instrument, Borrower and Lender further covenant and agree as follows: A. ADDITIONAL PROPERTY SUBJECT TO THE SECURITY INSTRUMENT. In addition to the Property described in the Security Instrument, the following items now or hereafter attached to the Property to the extent they are fixtures are added to the Property description, and shall also constitute the Property covered by the Security Instrument: building materials, appliances and goods of every nature whatsoever now or hereafter located in, on, or used, or intended to be used in connection with the Property, including, but not limited to, those for the purposes of supplying or distributing heating, cooling, electricity, gas, water, air and light, fire prevention and extinguishing apparatus, security and access control apparatus, plumbing, bath tubs, water heaters, water closets, sinks, ranges, stoves, refrigerators, dishwashers, disposals, washers, dryers, awnings, storm windows, storm doors, screens, blinds, shades, curtains and curtain rods, attached mirrors, cabinets, paneling and attached floor coverings, all of which, including replacements and additions thereto, shall be deemed to be and remain a part of the Property covered by the Security Instrument. All of the foregoing together with the Property described in the Security Instrument (or the leasehold estate ifthe Security Instrument Is on a leasehold) are referred to in this 1-4 Family Rider and the Security Instrument as the "property." B. USE OF PROPERTY; COMPLIANCE WITH LAW. Borrower shall not seek, agree to or make a change in the use of the Property or its zoning classification, unless Lender has agreed in writing to the change. Borrower shall comply with all laws, ordinances, regulations and requirements of any governmental body applicable to the Property. C. SUBORDINATE LIENS. Except as permitted by federal law, Borrower shall not allow any lien inferior to the Security Instrument to be perfected against the Property without Lender's prior written permission. MULTISTATE 1-4 FAMILY RIDER— Finale MadFreddle Mae UNIFORM INSTRUMENT Form 3179 1I01 57R(0811) Page I nf4 t] Z =3170 2M �5 h Puhtir. tterl,rri 0 40 20110222001753.019 D. RENT LOSS INSURANCE. Borrower shall maintain insurance against rent loss in addition to the other hazards for which insurance is required by Section S. E. "BORROWER'S RIGHT TO REINSTATE" DELETED. Section 19 Is deleted. F. BORROWER'S OCCUPANCY. Unless Lender and Borrower otherwise agree in writing, Section 6 concerning Borrower's occupancy of the Property is deleted. C. ASSIGNMENT OF LEASES. Upon Lender's request after default, Borrower shall assign to Lender all leases of the Property and all security deposits made in connection with leases of the Property. Upon the assignment, Lender shall have the right to modify, extend or terminate the existing leases and to execute new leases, in Lender's sole discretion. As used In this paragraph G, the word "lease" shall mean "sublease" if the Security Instrument is on a leasehold. H. ASSIGNMENT OF RENTS; APPOINTMENT OF RECEIVER; LENDER IN POSSESSION. Borrower absolutely and unconditionally assigns and transfers to Lender all the rents and revenues ("Rents") of the Property, regardless of to whom the Rents of the Property are payable. Borrower authorizes Lender or Lender's agents to collect the Rents, and agrees that each tenant of the Properly shall pay the Rents to Lender or Lender's agents. However, Borrower shall receive the Rents until: (i) Lender has given Borrower notice of default pursuant to Section 22 of the Security Instrument, and (ii) Lender has given notice to the tenant(s) that the Rents are to be paid to Lender or Lender's agent. This assignment of Rents constitutes an absolute assignment and not an assignment for additional security only. If Lender gives notice of default to Borrower: (i) all Rents received by Borrower sha)i be held by Borrower as trustee for the benefit of Lender only, to be applied to the sums secured by the Security Instrument; 60 Lender shall be entitled to collect and receive all of the Rents of the Property; (iii) Borrower agrees that each tenant of the Property shall pay all Rents due and unpaid to Lender or Lender's agents upon Lender's written demand 10 the tenant; (iv) unless applicable law provides otherwise, all Rents collected by Lender or Lender's agents shall be applied first to the costs of taking control of and managing the Property and collecting the Rents, including, but not limited to, attorney's fees, receiver's fees, premiums on receiver's bonds, repair and maintenance costs, insurance premiums, taxes, assessments and other charges on the Property, and then to the sums secured by the Security Instrument; (v) Lender, Lender's agents or anY judicially appointed receiver shall be liable to account for only those Rents actually received; and (vi) Lender shall be entitled to have a receiver appointed to take possession of and manage the Property and collect the Rents and profits derived from the Property without any showing as to the inadequacy of the Property as security. If the Rents of the Property arc not sufficient to cover the costs of taking control of and managing the Property and of collecting the Rents any funds expended by Lender for such purposes shall become indebtedness of Borrower to Lender secured by the Security Instrument pursuant to Section 9. Borrower represents and warrants that Borrower has not executed any prior assignment of the Rents and has not performed, and will not perform, any act that would prevent Lender from exercising its rights under this paragraph, MULTISTATE 1-4 FAMILY RIDER— Fanole MadFreddte Mac IJKIFQRM INSTRUMENT Form 3170 1191 57R(O(pI) Pa5e20f4 136rl, Nitr Initials. Public Record 40 40 20110222001753.020 Lender, or Lender's agents or a judicially appointed receiver, shall not be required to enter upon. take control of or maintain the Property before or after giving notice of default to Borrower. However, Lender, or Lender's agents or a judicially appointed receiver, may do so at any time when a default occurs. Any application of (tents shall not cure or waive any default or invalidate any other right or remedy of [ender. This assignment of Rents of the Property shall terminate when all the sums secured by the Security Instrument are paid in full. 1. CROSS -DEFAULT PROVISION. Borrower's default or breach under any note or agreement in which Lender has an interest shall be a breach under the Security Instrument and Lender may invoke any of the remedies permitted by the Security Instrument. MULTISTATE 1.4 FAMILY RIDER—Fannie Mae/FreddleMae UNIFORM INSTRUMENT Form 31701101 57R(0811) hle3of4 Y),t'a &-t lnitLds:t@+`?' ill _ Public Record 0 40 20110222001753.021 BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this 1-4 m4 Iti r� h ` (seal) Daniel E_ 3assen -Borrower by Lawrence E. Lassen, as his attomey in fact MULTISTATE 1-d FAMILY RIDER—Fantle MaoTreddle Mae UNIFORM INSTRUMENT Form 31701/01 57R(0311) Pap 4 or4 PiNin Rr mrd AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN City of Renton Planning division 1055 South Grady Way, Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 STATE OF WASHINGTON ) COUNTY OF KING I--Ato�� -J rq O'srV duly sworn on oath, deposes and says: 1. On the day of __ "A16 , 20 1 I installed inform Wt' sign(s) and pla tic flyer box on the property (% 10��i s RKgS, ZDkrl for the following project: JUN _ 7 �Gl� V/kl; -.1 being first public located at A 52%-C /2 d /f�� Project name / AA Al/ =Z� "(,a �� G=�V ��� �K Owner Name 2. 1 have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. Thislthese public information sign(s) was/were constructed and installed in locations in conformance with the requirements of Chapte 7 Title 4 of Renton Municipal Code and the City's "Public Information S' ns In on" ndout package. instal ignature SUBSCRIBED AND SWORN to before me this/ -?----7— day Ll&c R 20 r�--. STATE OF WASHOOk IU NOTARY PUBLIC W COMMISSI " Exprin 08-21-T2 �?� rr6�� NOTARY PU in and for the State of Washington, residing at 4 My commission expires on ` 12 H:10ED\Data\Forms-Templates�Self-Help Handouts\Pianninglpubsign.doc - 3 - 03112 111 4" �& PROPOSED LANA USE ACTION Type�f Actiars; {Provided by AppGaent) ------- i SITE MAP Projeti Name: (Provided by Applicant) i Laminated t b Site Address: (Provided by Appl€cAM) n' Inslalled by Appfiagnrt To SUBMIT COMMENTS OR OBTAIN L ------------------A ADDITIONAL INFORMATION PLEASE 0 CONTACT CITY OF RENTON STAFF AT: ° Development Services plvision 1055 South Grady Way Space � reserved for � PLASTIC Rerilon, Washington 88055 City provides! CASE N (425) 430-7200 PUBLIC j instil€led by ! NOTICE applicant Please reference the pmjPd number. If no 8,5"x 14" number is IMW refererice (lie prxjed name. lnstdller Tnstractlor:s: Please ensure the bottom of the sign does not; exceed 48" frcrl the Around. NOTES: Use 4" x 4' x 12' POST S Use 4'x 8'x 1 t2" PLYWOOD Usc 112"x 3" GALV. LAG BOLTS. W,WASHERS L LTTERING: Use HELVETICA LETTERING. BLACK ON WHITE BACKGROUND. 4" I T)TLE 3" ALL CAPS OTHER 1 1/2" CAPS and 1' LOWER CASE ra v N M 04302M M 14AT- 30tr4ltrlay s IfVe { } H:1CpDlDatal)orms-Templates/Self-1lelpHand outs\Planninglpubsign. doe -4- 03/12 Printed: 06-05-2012 Payment Made CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA12-045 06/05/2012 03:01 PM Total Payment: 2,472.00 Current Payment Made to the Following Items: fient � Receipt Number: Payee: Cashier's Check Trans Account Code Description Amount ------ 3080 ------------------ 503.000000.004.322 ------------------------------ Technology Fee ---------------- 72.00 5008 000.000000.007.345 Binding Site/Short Plat 1,400.00 5010 000.000000.007.345 Environmental Review 1,000.00 Payments made for this receipt Trans Method Description Amount Payment Check 42612156 Account Balances 2,472.00 Trans Account Code Description Balance Due --------------- ------ 3021 ------------------ 303.000000.020.345 ------------------------------ Park Mitigation Fee .00 3080 503.000000.004.322 Technology Fee .00 3954 650.000000.000.237 Special Deposits .00 5006 000.000000.007.345 Annexation Fees .00 5007 000.000000.011.345 Appeals/Waivers .00 5008 000.000000.007.345 Binding Site/Short Plat .00 5009 000.000000.007.345 Conditional Use Fees 00 5010 000.000000.007.345 Environmental Review .00 5011 000.000000.007.345 Prelim/Tentative. Plat .00 5012 000.000000.007.345 Final Plat .00 5013 000.000000.007.345 PUD .00 5014 000.000000.007.345 Grading & Filling Fees .00 5015 000.000000.007.345 Lot Line Adjustment .00 5016 000.000000.007.345 Mobile Home Parks .00 5017 000.000000.007.345 Rezone .00 5018 000.000000.007.345 Routine Vegetation Mgmt .00 5019 000.000000.007.345 Shoreline Subst Dev .00 5020 000.000000.007.345 Site Plan Approval .00 5021 000.000000.007.345 Temp Use, Hobbyk, Fence .00 5022 000.000000.007.345 Variance Fees .00 5024 000.000000.007.345 Conditional Approval Fee .00 5036 000.000000.007.345 Comprehensive Plan Amend .00 5909 000.000000.002.341 Booklets/EIS/Copies .00 5941 000.000000.007.341 Maps (Taxable) .00 5998 000.000000.000.231 Tax .00 R1202537 Remaining Balance Due: $0.00