The URL can be used to link to this page

Home My WebLink AboutReport 1� n w : u. a th o ca, o m o� c z rr - {'{ h m (� v D C7 a7 Cm � m mu �cn x -,DD bra �A �vtn VIOC 000tn.bn -r,p ZG cc r, '+'y0 COO C- _s O �+�snc� .:� �� 0MOo O 9 G OrI€ .: � o s _.:.� oC c 7D rc �, Dmfnrn� mrn D iT rn fA c _F i� pp � �a� t h > � T. b n � cn3ar n" :c�a " a opo cc �Qc z O _ 0 A C 0 O � x n O TJ .Z7 A -Z-i 'Cl �" Ln ion c,�a c m �n aQ V7 O mb O fjrOr� V� - -arn'vn� Cm r aZ* C warn OC r Oar m co <� z n m �v u r e rn�_ zmz�j �Ox m m r Tly pfx '-�-''t- O� O� ix -5j �zm CC7 a 'U O0C X U �S �m (P-0< cry Li, �Gr- yO� xm N y -L, CD z C?yfl co O vZi_vDi Oo �iU I z O0� z-1 A a m2 a n � � �m Qm� ya zi- Q C �„rn vryl cnx � m a �� 99 All w w : u. a th o ca, o rr, c z rr - {'{ SWP-27-3618 A zo N m N myy pm T_ 3J q o 'D C o N x z 00 a) n m Fq M �o;u M � C C r tn m N a z ,a N ri - {'{ (� v D C7 a7 Cm zi m mu �cn x -,DD bra �A �vtn VIOC 000tn.bn -r,p ZG cc r, '+'y0 COO C- Mo O �+�snc� p� �� 0MOo o -0 -1 !Ti C3 oC c 7D rc Dmfnrn� mrn D iT rn fA c _F � m D M. � �a� ca � � > � T. [n cn n � cn3ar n" :c�a " a opo cc �Qc z O _ 0 A C 0 O � x n O TJ .Z7 A -Z-i 'Cl �" Ln ion c,�a c m �n aQ V7 O mb O fjrOr� V� - -arn'vn� Cm r aZ* C warn OC r Oar m co <� z n m �v u r e rn�_ zmz�j �Ox m m r Tly pfx '-�-''t- O� O� ix -5j �zm CC7 a 'U O0C X U �S �m (P-0< cry Li, �Gr- yO� xm N y -L, fT1 �Ym C?yfl O vZi_vDi Oo �iU I z O0� z-1 A a m2 I C7� n Z� �m Qm� ya zi- Q �„rn vryl cnx � m a �� cin .1m OD 70:u N ➢ �--� O Q7 A m -a ?m O G Z3 �� " -t O x r_ zm () ymo O ss o�z 70CD M Qcn �+3 p n m a x :� 6� D TI m J W F_ r ? N a ti z z C> C; _ U SWP-27-3618 A zo N m N myy pm T_ 3J q o 'D C o N x z 00 a) n m Fq M �o;u M � C C r tn m N a z ,a N ri - {'{ ox 1g�n o CA (A .m0 iJ Uj�wV yr " 0 * CITY OF RENTONO DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: October 4, 2013 To: City Clerk's Office From: Lisa McElrea Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City f larlr'c Offira Project Name: Lake Washington Blvd. Pipe Rehabilitation LUA (file) Number: LUA-12-000289 Cross -References: AKA's; Project Manager: Gerald Wasser Acceptance Date: December 21, 20141 - Applicant: Allen quynn, City of Renton Owner: Chip Vincent, City of Renton Contact: City of Renton PID Number: n/a ERC Determination: Date: Appeal Period Ends: Administrative Decision: 01A Approved Date: December 21, 2011-- eaI Period Ends: Appeal Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Appeal Period Ends: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number; Project Description: Repair and replacement of existing storm culvert along Lake Washington Blvd Location; Within City of Renton Lake Washington Blvd N. right of way Comments: ERC Determination Types: DNS - Determination of Non-5igniticance; UN5-M - ueterminatlon of Non -Significance -Mitigated; DS - Determination of Significance. 0City ofDEPARTMENT OF COMMUNITY Y AND ECONOMIC DEVELOPMENT PLANNING DIVISION CERTIFICATE OF EXEMPTION FROM SHORELINE SUBSTANTIAL DEVELOPMENT EVALUATION FORM & DECISION DATE: December 21, 2012 PROJECT NAME: Lake Washington Blvd Pipe Rehabilitation Project PROJECT NUMBER: LUA12-000289, SME PROJECT MANAGER: Gerald Wasser, Associate Planner OWNER/APPLICANT: City of Renton 1055 South Grady Way Renton, WA 98057 CONTACT (if other than Owner): Allen Quynn (address same as above) PROJECT LOCATION: Within the City of Renton Lake Washington Blvd N right-of-way: Culvert 1- approximately 250 feet south of the intersection of Lake Washingotn Blvd N/Burnett Ave N/N 36" St; Culvert 2 - approximately 50 feet north of the intersection of Lake Washington Blvd N/Burnett Ave N/N 351h St; and Culvert 3 - approximately 100 feet south of the intersection of Lake Washington Blvd N and N 38th St PROJECT DESCRIPTION: The City of Renton Surface Water Utility proposes to rehabilitate two existing culvert pipes and replace one existing culvert pipe in Lake Washington Blvd N (Exhibit 2). Culverts 1 and 3 have significant cracking and are reaching the end of their usefulness. If not repaired, these culverts may fail and undermine the existing roadway. Culvert 2 has partially collapsed and the bottom of the culvert is completely missing in City of Renton Department of Comm*& Economic Development Certificate of Exetn from Shoreline Substantial Development Lake Washingtonm Blvd Pipe Rehabifitallon Project LUA11-000189, SME DATE OF PERMIT: December 21, 2012 Page 2 of 4 several places. A sinkhole has developed over the culvert in the southbound bicycle lane which has created a safety hazard. Culvert 1 (12 in inches diameter) and Culvert 3 (18 inches in diameter) would be rehabilitated using cured -in-place pipe (CIPP). The process involves inserting an epoxy -coated liner into the existing culverts and using steam to both expand the liner against the walls of the culverts and to provide the necessary heat to cure the liner. Once cured, the liner would be trimmed at the culvert inlet and outlet. The only significant equipment would be a truck that supplies steam for expansion and curing. Culvert 2 is an existing 12 inch diameter concrete pipe that would be completely replaced with a new 12 inch diameter corrugated polyethylene pipe (CPEP). This would involve a trench between 7 and 10 feet deep, 50 feet long, and approximately 6 feet wide to remove the existing pipe and install a new pipe. Such work would involve pipe placement, bedding, backfill, asphalt restoration, concrete panel placement, traffic control, survey, erosion and sediment control, temporary bypass, dewatering, slope restoration and seeding of exposed soils. The project is expected to be completed between December 2012 and March 2013. LEGAL DESCRIPTION: See below SEC-TWN-R: SE/NW 1/4 S31/32 - T24N - R5E WATER BODY/WETLAND: Lake Washington City of Renton Department of Comm& Economic Development Certificate of Exe n from Shoreline Substantial Development Lake Washingtonm Blvd Pipe Rehabilitation project ZUA12-000289, SMF DATE OF PERMIT: December 21, 2012 Page 3 of 4 An exemption from a Shoreline Management Substantial Development Permit is hereby granted on the proposed project in accordance with RMC 4-9-1900 and/or for the following reason(s): Maintenance and Repair: Normal maintenance or repair of existing structures or developments, including damage by accident, fire or elements. a. "Normal maintenance" includes those usual acts to prevent a decline, lapse, or cessation from a lawfully established condition. b. "Normal repair" means to restore a development to a state comparable to . its original condition, including but not limited to its size, shape, configuration, location and external appearance, within a reasonable period after decay or partial destruction, except where repair causes substantial adverse effects to the shoreline resource or environment. c. Replacement of a structure or development may be authorized as repair where such replacement is the common method of repair for the type of structure or development and the replacement structure or development is comparable to the original structure or development including, but not limited to, its size, shape, configuration, location and external appearance and the replacement does not cause substantial adverse effects to shoreline resources or environment. The proposed development is consistent or inconsistent with (check one): CONSISTENT INCONSISTENT X Policies of the Shoreline Management Act. N/A The guidelines of the Department of Ecology where no Master Program has been finally approved or adapted by the Department. X The City of Renton Shoreline Master Program. City of Renton Department of Comm*& Economic Development Certificate of Exeol from Shoreline Substantial Development Lake Washingtornm Blvd Pipe Rehabilitation Project LUA12-000289, SMF DATE OF PERMIT: December 21, 2012 Page 4 of 4 DATE OF DECISION ON LAND USE ACTION: SIGNATURE: C.E. "Chip" Vincent, Administrator Department of Community & Economic Development Exhibits: 1. Vicinity/Neighborhood Detail Map cc: Allen Quynn - Applicant/Contact City of Renton - Owner Date EXHIBII City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) NAME: City of Renton ADDRESS: 1055 S- Grady Way CITY: Renton ZIP: 98057 TELEPHONE NUMBER: 425-430-7247 APPLICANT (if other than owner) NAME: COMPANY (if applicable): ADDRESS: CITY: ZIP: TELEPHONE NUMBER: CONTACT PERSON NAME: Allen Quynn COMPANY (if applicable): ADDRESS: 1055 S. Grady Way CITY: Renton Zip: 98057 TELEPHONE NUMBER AND EMAIL ADDRESS: 425-430-7247, aquynn@rentonwa.gov '�FC ,� �ilfi9t PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: Lake Washington Blvd Pipe Rehabilitation Project PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: Within City ROW described as follows: Culvert 1 - approximately 250' south of the intersection of Lake Washington Blvd./Burnett Ave N/N 36`n Street Culvert 2 - approximately 50' north of the 3 -way intersection of Lake Washington Blvd./Bumett Ave. N/N 36th Street. Culvert— approximately 100' south of the intersection of Lake Washington Blvd. and N 38th Street. KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): N/A EXISTING LAND USE(S): Paved Road PROPOSED LAND USE(S): Unchanged EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Single Family (RSF) PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable) EXISTING ZONING: R-8 PROPOSED ZONING (if applicable): NIA SITE AREA (in square feet): Approximately 1,000 SF SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: NIA SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: NIA PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable) NIA NUMBER OF PROPOSED LOTS (if applicable) N/A NUMBER OF NEW DWELLING UNITS (if applicable): NIA H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-3618 Lake Washington Blvd Pipe Rehab\Permits\Master Application.doc - 1 - P&JECT INFORMA NUMBER OF EXISTING DWELLING UNITS (if applicable): NIA SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): NIA SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable) NIA: SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): NIA SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NIA NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): N/A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): NIA A& TION confWed PROJECT VALUE: $40,000 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. ❑ HABITAT CONSERVATION sq. ft. X SHORELINE STREAMS & LAKES 1,000 sq. ft. ❑ WETLANDS sq. ft. I LEGAL DESCRIPTION OF PROPERTY I (Attach legal description on separate sheet with the following information included) SITUATE IN THE SE/NW QUARTER OF SECTION 31/32 , TOWNSHIP 24N , RANGE 5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) Allen Quynn , declare under penalty of perjury under the laws of the State of Washington that I am (please check one) C 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. 41 L9o l Signature of Owner/Representative Date STATE OF WASHINGTON ) Signature of Owner/Representative Date } SS COUNTY OF KING } I certify that I know or have satisfactory evidence that��{ signed this instrument and acknowledge it to be his/her/their free and voluntary act For the uses and purpose mentioned in the instrument. 01 Dated _ � SOA I i'" 4 Nota Public i and d for the State f Washington s' �a rQ j., Notary 9 .a �p s Notary (Print): y(Py BI. ?_ 11,0,111, oro a My appointment expires: t111j ttt,a,aN��• H:\File Sys1SWP -Surface Water Projects\SWP-27- Surface Water Projects (CIP)\27-3618 Lake Washington Blvd Pipe Rehab\Permits\Master Application.doc - 2 - I LEGAL DESCRIPTION OF PROPERTY I (Attach legal description on separate sheet with the following information included) SITUATE IN THE SE/NW QUARTER OF SECTION 31/32 , TOWNSHIP 24N , RANGE 5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) Allen Quynn , declare under penalty of perjury under the laws of the State of Washington that I am (please check one) C 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. 41 L9o l Signature of Owner/Representative Date STATE OF WASHINGTON ) Signature of Owner/Representative Date } SS COUNTY OF KING } I certify that I know or have satisfactory evidence that��{ signed this instrument and acknowledge it to be his/her/their free and voluntary act For the uses and purpose mentioned in the instrument. 01 Dated _ � SOA I i'" 4 Nota Public i and d for the State f Washington s' �a rQ j., Notary 9 .a �p s Notary (Print): y(Py BI. ?_ 11,0,111, oro a My appointment expires: t111j ttt,a,aN��• H:\File Sys1SWP -Surface Water Projects\SWP-27- Surface Water Projects (CIP)\27-3618 Lake Washington Blvd Pipe Rehab\Permits\Master Application.doc - 2 - 0 0 Project NarrativeI>'Jr� JEC' 2 0. tM2 Project Name: } ie.LJL.�f t Lake Washington Blvd. Pipe Rehabilitation Project Project Size: Line 2 culverts, sizes 12" and 18" diameter using Cured -in-place Pipe (CIPP) and replace an existing 12"concrete pipe with a new 12 CPEP pipe. Area of total disturbance approximately 1000 SF. Project Location: 3 culvert crossings located on Lake Washington Blvd. N between N 38`x' St. and approximately 250' south of the intersection of Lake Washington Blvd./Burnett Ave N and N 36`h Street. Work Description: Culvert No. 1 and No. 3 will be rehabilitated using Cured -in -Place Pipe. The process involves inserting an epoxy coated liner into the existing culverts and using steam to both expand the liner against the walls of the culverts and to provide the necessary heat to cure the liner until full design strength is achieved. Once cured, the liner is trimmed at the culvert inlet and outlet. Bypass of storm flows around the culvert may be required if surface water can enter the pipe while the culverts are being lined. The only significant equipment involved is a truck that supplies the heated steam for curing. Culvert No. 2 Is an existing 12" diameter concrete pipe that will be completely replaced with a new 12" diameter corrugated polyethylene pipe. This work includes opening up a trench between 7' and 10' deep, 50' long and approximately 6' wide to remove the existing pipe and install the new pipe. Significant work items include pipe placement, bedding, backfill, asphalt restoration, concrete panel replacement, traffic control, survey, erosion and sediment control, temporary bypass, dewatering, slope restoration and seeding of exposed soils. Basis for Exemption: The rehabilitation of Culvert No. 1, Culvert No. 2 and Culvert No. 3 fall under Exemption Number 2 — Normal maintenance or repair of existing structure or developments. Culverts No. 1 and No. 3 have significant cracking and are reaching the end of their useful lives. If not addressed, these culverts may fail and undermine the roadway, creating a safety hazard for motorist, bicyclists and pedestrians. Culvert No. 2 has partially collapsed and the bottom of the culvert is completely missing in several locations. A sink hole has developed over the culvert in the middle of the southbound bike lane which has created a safety hazard for bicyclists. If not immediately replaced, there is increased risk that storm 0 0 runoff will continue to scourer and erode the soil under the pipe, resulting in complete failure of the culvert and potential undermining of the roadway. Anticipated Work pates: December 2012 -March 2013 Other Permits Required: None Current and Proposed Use of Site: Current use of site is paved road with earthen fill road embankment_ Proposed use of site is the same as current use. Special Site Features: Shoreline of Lake Washington is located approximately 200' to the west of the project site. Regulated Slope between 25%-40% Soil Types and Drainage Conditions: All three culverts are located within the road prism. The road surface is asphalt with concrete panels under a portion of the road and the road embankment is located in soils classified as Indianola (InC). Surface runoff within each site consists of sheet flow from paved road surfaces. Runoff from the west side of Lake Washington Blvd. sheet flows to a gravel shoulder and then down a vegetated slope before entering a ditch between the road and the previously owned BNSF tracks. From the ditch, surface run off enters culverts under the tracks and then into a pipe system before outfalling to Lake Washington. Runoff from the east side of Lake Washington Blvd. sheet flows into catch basins within the shoulder of the road before entering culverts No 1, No 2 and No. 3. that cross under Lake Washington Blvd. Each of the three culverts discharge to the same ditch/pipe system as the runoff from the west side of the road described above. Total Estimated Construction Cost and Proposed Market Value of Proposed Project: $45,000 Estimated Quantities and Type of Materials Involved: Approximately 40' of 12" Cl PP, 58' of 18" CIPP and 50' of 12" CPEP. Installation of the new 12" CPEP pipe will require approximately 1000 CF of backfill and restoration of approximately 240 SF of asphalt and concrete over roadway. Number of Trees to Be Removed: None Distance from Closest area of Work to the Ordinary High Water Mark of the Shoreline: 100 feet Nature of Existing Shorline (e.g. high bank, natural, rip rap, bulkhead, etc.) Runoff from Culvert No. 1 eventually outfalls to Kennydale Beach Park which consists of a sandy gradually sloping shoreline. Runoff from Culvert No. 2 and No. 3 eventually outfall to single family residential properties with bulkheads along the shoreline. x . N S119 look— Q 50 M -W 1 DD 200 /r R 'A rk Feetr . /PI r s. I\j R r r. 'x N 38t1� St Y■1' fi �3 IF `�, Re r* `f L' 10 i Oftf -- t' 'r'+. .L" -� Joe - IA ■ id 1 7 - d d . / f/Yl - _ Q { _ �. ' ♦ :� iii ff 8J , 4 ;R 4 �F m N 3611 St MW I Zj t � fro r d N 35th St 5 4-1 irr fn ;.�. a r� I ti N 341 Si'' t i N rj! PL