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HomeMy WebLinkAboutMFP18002640DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Franchise Permit: MFP18002640 IVR Number: 18002640 Permit Informaon Permit Name:Olympic Pipe Line Company Address/Locaon :05/16/2018Application Date:2144800777Parcel Number:13208 RENTON AVE S Permit Type:05/25/2018Issue Date:Franchise Permit Work Class:05/25/2019Expiration Date:Minor Utility Franchise Type:Natural Gas Description:APPROVED WITH COMMENTS OR REDLINES Excavate to the existing pipeline casing, inspect and install a new test station vent required for the cathodic protection. Excavation will be completed with a backhoe and vacuum truck. excavated material will be disposed of off site at an approved facility. Excavation will be backfilled with import. Restoration per city of Renton standards. Contacts Name Address PhoneTypeBilling 425-235-7736 Olympic Pipe Line Company 1006 CENTRAL Rd EVERSON, WA 98247 B: (425) 235-7736Applicant CARYL CHIAVERINI PERCHERON LLC B: (503) 539-0487Contact Gregory Gapinski Snelson Companies Inc 601 W State St Sedro Woolley, WA 98284-1560 B: (360) 856-6511Contractor Business License Number: BL.027630Construction Contractor: SNELSI*374N9 CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Dustin Lambert Olympic Pipeline - Billing 2319 Lind Ave SW Renton, WA 98057-3347 B: (425) 235-7711 C: (770) 317-5174 Specialized Billing X General Condions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. This permit and plans must be posted at the job site at all times. I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Call (425) 430-7203 or go to: www.MyBuildingPermit.com one working day in advance to schedule an inspections and for ANY work in the Right of Way. Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation. In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES MFP18002640Scott Warlick5/18/2018Justin Johnson5-25-201813208 Renton Ave S MFP18002640 The locations of all features shown are approximate. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached document. GeoEngineers, Inc. cannot guarantee the accuracy and content of electronic files. The master file is stored by GeoEngineers, Inc. and will serve as the official record of this communication. 1. 2. Notes: Olympic 12-inch Pipeline Casing Maintenance Renton-Seattle Pipeline Station 114+04 Project Vicinity Map Renton, Washington Figure 1 Approximate location of work area SP: 0089412626\Working\Station 114+04.pptx CRW: 05/08/2018Reference: City of Renton IT GIS MFP18002640 The locations of all features shown are approximate. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached document. GeoEngineers, Inc. cannot guarantee the accuracy and content of electronic files. The master file is stored by GeoEngineers, Inc. and will serve as the official record of this communication. 1. 2. Notes: Olympic 12-inch Pipeline Casing Maintenance Renton-Seattle Pipeline Station 114+04 Project Site Plan Renton, Washington Figure 2 Work Area SP: 0089412626\Working\Station 114+04.pptx CRW: 05/08/2018Reference: City of Renton IT GIS Casing excavation will be about 8 feet wide by 8 feet long by 13 feet deep Bus Stop –to be relocated or closed (pending notification from King County Metro B MFP18002640 1.The locations of all features shown are approximate. 2.This drawing is for information purposes. It is intended to assist in showing features discussed in an attached document. GeoEngineers, Inc. cannot guarantee the accuracy and content of electronic files. The master file is stored by GeoEngineers, Inc. and will serve as the official record of this communication. Notes: Olympic 12-inch Pipeline Casing Maintenance Renton-Seattle Pipeline Station 114+04 Project Typical Cross Sections Renton, Washington Figure 3 This drawing is not to scale Casing excavation will be about 8 feet wide by 8 feet long The ground surface at excavation location will be restored to pre-excavation conditions after the excavation is backfilled. Olympic 12” Pipeline Temporary Fencing, Barriers or Cones (if needed) Shoring Grass and Topsoil Casing excavation depth will be approximately 13 feet deep Temporary Fencing, Barriers or Cones (if needed) Shoring Grass and Topsoil Casing excavation depth will be approximately 13 feet deep SP: 0089412626\Working\Station 114+04.pptx CRW: 05/08/201812-inch pipeline MFP18002640 1.The locations of all features shown are approximate. 2.This drawing is for information purposes. It is intended to assist in showing features discussed in an attached document. GeoEngineers, Inc. cannot guarantee the accuracy and content of electronic files. The master file is stored by GeoEngineers, Inc. and will serve as the official record of this communication. 3.Prepared following WSDOT Standard Plan TC10. Specific sign locations may be adjusted with approval of the City of Renton Inspector. For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD) and WSDOT Sign Fabrication Manual M55-05. 4.Olympic will work with property owners at southeast end of diverted area to allow local access around the work area. 5.Speed limit on Renton Avenue is 35 mph Notes: Olympic 12-inch Pipeline Casing Maintenance Renton-Seattle Station 114+04 Project Traffic Control Plan Renton, Washington Figure 4 Work Area B TCP Contacts: Ernest Falcon Olympic/BP 425-306-7521 David Walker Snelson Co. 360-661-3535 Temporary Sign Location TX Spacing Distance = 200 feet, or adjusted to fit street conditions SP: 0089412626\Working\Station 114+04.pptx CRW: 05/08/2018Reference: City of Renton IT GIS Cones or Traffic Barrels W20-1 X X X Bus Stop –To be closed (notification/signage from King County Metro Transit) Staging Area Bus stop closed (signage provided by King County Metro Transit) Truck-Mounted Attenuator MFP18002640 Arrowboard shall be required additional Road Work Ahead signs shall be required 1 OLYMPIC PIPE LINE COMPANY 600 SW 39TH ST SUITE 275 RENTON, WASHINGTON 98057 (425) 235-7736 May 14, 2018 City of Renton Development Services 1055 South Grady Way 6th Floor Renton, Washington 98057 Attention: Holly Powers Re: Project Narrative and Application Authorization 12-inch Renton-Seattle Petroleum Products Pipeline Casing Maintenance Site 114+04 Renton, Washington INTRODUCTION Olympic Pipe Line Company LLC (Olympic) operates a 12-inch petroleum products delivery pipeline that extends from their Renton Station to their Seattle Station. Casing inspections performed by Olympic recently indicated that further evaluation of the casing test point is warranted on the 12-inch pipeline in Renton. In order to monitor the cathodic protection of the pipeline and maintain electrical separation between the pipeline and the overlying casing, Olympic maintains and tests electrical test points at all pipeline casings in accordance with the Washington Utilities and Transportation Commission (WUTC) standards. Olympic is, therefore, required to excavate the test point at this location for inspection. Additionally, Olympic plans to install a permanent vent and test station at this location to protect the test wires for long- term, routine inspection. The casing maintenance site is located next to Renton Avenue, just east of the intersection with S. 132nd Street in Renton (see Vicinity Map, Figure 1). The pipeline stationing at this site is approximately 114+04. The small excavation area is located in the vegetated area on the northeast side of Renton Avenue. The excavation area will be within City of Renton right-of-way and we are applying for a city of Renton Franchise Permit and Traffic Control Plan review. In order to conduct the work, we will need to temporarily close the northwest-bound lane of Renton Avenue to allow access to the MFP18002640 2 site and to maintain a safe work area. The northwest direction of Renton Avenue is two lanes wide at this location; we propose to shift traffic to the inside lane, maintaining one travel lane a minimum of 12 feet wide for regular traffic use. Additionally, a King County Metro bus stop Route 106 is located at the casing maintenance site. Richard Garcia, Metro Transit Construction Information Center, has indicated that Metro likely will not provide a temporary stop during the pipeline work and that Metro will post notification signs at the bus stop prior to the start of work. The purpose of this narrative is to describe the work associated with the project. This narrative presents a general description of the work activities, environmental controls to be employed and anticipated project schedule. A Detailed Site Plan and Cross-Sections are provided as Figures 2 and 3. A Traffic Control Plan has been developed for the proposed lane closure and traffic shift (Figure 4). PROJECT DESCRIPTION This paragraph describes the general construction methods to be employed for the pipeline casing inspection excavation. Prior to excavation, the Contractor will complete a Utility One- Call. The Contractor will excavate down to the top of the pipeline casing, visually inspect the casing, and repair and/or install the casing wires and a new casing vent. The excavation dimensions are expected to be about 8 feet wide, 8 feet long, and 13 feet deep and conventional shoring will be used to support the excavation (see Site Plan, Figure 2, and Cross Sections, Figure 3). Soil removed from the excavations will be removed using a vacuum truck. The excavation will be backfilled with imported fill and compacted to match the surrounding surface grade. The disturbed area will be seeded with a native grass seed mix and mulched with weed-free straw. The whole process is expected to take approximately one to three days. Steel plates will be placed over the excavation overnight if the work is not completed in one day. Total material excavation volume generated for this project is estimated at about 31 cubic yards. The amount of soil to be excavated may vary somewhat depending on the actual underground site conditions, the depth of the pipeline casing and other site-specific issues. TEMPORARY EROSION AND SEDIMENTATION CONTROLS A plan view of the maintenance site and typical cross-sectional views of the excavations are shown on the Site Plan and Cross Sections. If required, the following general BMPs are proposed as temporary erosion and sedimentation control measures at the dig site: 1. This TESC Plan addresses temporary construction impacts and does not anticipate any 3 permanent drainage design changes. 2. The boundaries of the temporary work and access areas will be clearly marked in the field prior to construction. During construction, no disturbance beyond the marked limits will be permitted. 3. Straw wattles may be installed prior to construction to help confine sediment transport and runoff from the immediate work area. If used, • Upon removal of the straw wattles, the disturbed areas will be restored. Straw wattles will be disposed of in a proper manner. • Straw wattles will be inspected immediately after each rainfall and at least daily. Any required repairs will be made immediately. 4. Surface water controls, such as interceptor berms, will be constructed, if necessary. 5. Site preparation, excavations, and fill placement will be completed during drier weather to the extent practical. Precipitation and runoff patterns will be monitored during construction. If inclement weather occurs, stockpiles of excavated materials, if present, will be covered with plastic or another protective covering. 6. Groundwater pumped from the excavation, if any, will be collected in a vacuum truck and disposed offsite with the soil. 7. Backfilled soil will be compacted. Compaction will be completed to result in a density consistent with permit specifications. BMPS FOR PREVENTING AND CONTAINING PETROLEUM SPILLS To prevent petroleum products or other material from contaminating soils and water bodies during vehicle and equipment maintenance, the following Best Management Practices (BMPs) will be implemented: 1. Construction equipment and vehicles will be properly maintained to prevent leaking of petroleum products. 2. Specific staging areas for equipment and vehicle maintenance will be established away from wetlands, water bodies and drainage pathways. 3. Drip pans and tarps or other containment systems will be used when changing oil and other vehicle and equipment liquids. 4. Any contaminated soils or material will be disposed of offsite in proper receptacles and transported to an approved disposal facility. 5. Spill cleanup materials will be stored on site, and employees are trained in spill control procedures.