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HomeMy WebLinkAbout03749 - Technical Information Report � � 1�1 Technical Information Report Boeing Commercial Airplanes Boeing North 6th Street Improvements Renton, Washington Submitted to The Boeing Company 800 North Sixth Street Renton, Washington 98055 25 Apr112014 Prepared by: ��(�/Ep BergerABAM 1 9 2��4 33301 Ninth Avenue South,Suite 300 Federal Way,Washington 98003-2600 _. . ,�-, �.-,n r Job No.A13.0362.06 3 7�!9 �-�3 TECHNICAL INFORMATION REPORT Boeing North 6th Street Improvements Renton, Washington TABLE OF CONTENTS SECTION PAGE PROJECT ENGINEER'S CERTIFICATE......................................................................................................1 Section1 Project Overview....................................................................................................................2 ExistingConditions................................................................................................................................2 SoilsConditions.....................................................................................................................................3 ProposedConditions.............................................................................................................................3 Section 2:Conditions and Requirements Summary.............................................................................5 Requirements Summary:Stormwater Management Guidelines.........................................................5 Core Requirement 1-Discharge at the Natural Location.....................................................................5 Core Requirement 2-Off-site Analysis.................................................................................................5 Core Requirement 3- Flow Control......................................................................................................5 Core Requirement 4-Conveyance System...........................................................................................6 Core Requirement 5- Erosion and Sediment Control ..........................................................................6 Core Requirement 6- Maintenance and Operations ...........................................................................6 Core Requirement 7- Financial Guarantees and Liability....................................................................6 Core Requirement 8-Water Quality....................................................................................................6 Special Requirement 1-Other Adopted Area-Specific Requirements.................................................6 Special Requirement 2- Flood Hazard Delineation..............................................................................6 Special Requirement 3- Flood Protedion Facilities.............................................................................6 Special Requirement 4-Source Control...............................................................................................6 SpecialRequirement 5-Oil Control......................................................................................................7 Special Requirement 6—Aquifer protection Area................................................................................7 Section3:Off-site Analysis.....................................................................................................................7 Section 4: Flow Control and Water Quality Facility Analysis and Design...........................................7 Section 5:Conveyance System Analysis and Design ...........................................................................7 Section 6:Special Reports and Studies.................................................................................................7 Technical[nformation Report BergerABAM,A13.0362.06 Boeing North 6th Street Improvements April Z5,2014 Renton,Washington Page ii of iii Section7:Other Permits.........................................................................................................................7 Section8: Not Used.................................................................................................................................7 Sectlon 9:Construction SWPPP Analysis and Design..........................................................................7 Section 10: Bond Quantities, Facility Summaries,and Declaration of Covenant..............................8 Section 11:Operations and Maintenance Manual...............................................................................8 LIST OF APPENDICES Appendix A Site Maps Appendix B Drainage Maps and Calculations Appendix C City of Renton Maps Appendix D Flood Zone Maps Appendix E Forms Appendix F Stormwater Pollution Prevention Plan Technical Information Report BergerABAM,A13.0362.(�i Boeing North 6th Street Improvements April 25,2014 Renton,VJashington Page iii of iii TECHNICAL INFORMATION REPORT BOEING NORTH 6TH STREET IMPROVEMENTS RENTON,WASHINGTON PROJECT ENGINEER'S CERTIFICATE I hereby certify that this Technical Information Report for the Boeing North 6th Street Improvements has been prepared by me or under my direct supervision and meets minimum standards of care and expertise, which is usual and customary in this community for professional engineers. I understand that the City of Renton dces not and will not assume liability for the sufficiency,suitabiliry,or performance of drainage facilities designed by me. Reviewed by Steven True,PE Project Manager Technical Information Report BergerABAM,A13.0362.06 � Bceing North 6th Street Improvements April 25,20: Renton,Washington Page 1 or SECTION L PROJECT OVERVIEW The proposed project is located within the North 6th Street public right-of-way at The Boeing Commercial Airplane 737 Airplane Production Renton Plant located on the southern shore of Lake Washington, within the City of Renton, Washington. The project site is bordered by The Bceing Commercial Airplane 737 Airplane Production Renton Plant to the north and the south, the Cedar River to the west, and Logan Avenue North to the east.Surrounding land use is predominantly commercial, industrial,and retail.The Cedar River Trail system and associated park are located just west of the project site. A site vicinity map and project site maps are provided in Appendix A. The Boeing North 6th Street Improvements Project encompasses the addition of curb and gutter, a landscape planter, and raised sidewalk along the southern edge of N 6th St.Utility improvements including overhead power and communication modification, hydrant relocation and stormwater collection and conveyance modifications will be required to accommodate the new road section. It is the intent of this Technical Information Report to address the site improvements proposed by the project and the applicable conditions and requirements. Exlsting Condltlons The topography of the entire project site is relatively flat,with slopes generally ranging from less than 1 percent to less than 2 percent from east to west.T'he project site encompasses the southern half of N 6th St,a small portion of the Cedar River Trail Park, and a portion of the Bceing Renton Production Plant.Runoff from the project site is collected by closed (pipe) conveyance systems which outfall to the Cedar River or to Lake Washington.The existing pedestrian facilities within this portion of the right-of-way are limited to a paved shoulder area. Table 1.1 below summarizes proposed surface coverage for the project site. In the existing condition, stormwater run-off from the southern portion of N 6th St and the tributary area just south of the right-of-way line is collected and conveyed by both public and private stormwater systems.The existing public system collects a 12,770 sf area of the project site from the N 6th St public right-of-way and the adjacent private property within the eastern portion of the site and outlets directly to the Cedar River.The existing private system collects a 14,538 sf area of the project site from the N 6th St public right-of-way and the adjacent private property within the western portion of the site and outlets to Lake Washington via the Boeing privately owned and maintained Nishiwaki tnznkline as described in the Technical Information Report prepared by BergerABAM for the Boeing Renton Site Logistics Project, dated March 3, I 2014. � Technical Information Report BergerABAM,A13.0362.06 I'� Boeing North bth Street Improvements April 25,2014 '� I- Renton,Washington Page 2 of 8 � TABLE LO-Existing Site Surface Cover Public System Boeing System Surface Cover (Outlets to Cedar (Outlets to Lake River) Washin on) Total Tributary Area 0.293 acres 0.334 acres (12,770 sfl (14,538 s� 0 acres 0.052 acres Pervious (Landscape) (0 s (2,262 s Impervious (Pavement, buildings, etc.) 0.293 acres � 0.281 acres (12,770 s � (12,276 s Total Site 0.627 acres (27,308 s Solls Conditlons The City of Renton Stormwater Management Design Manual (2009)Amendment,Reference 11C, shows site soils as Urban Land. A copy of the aforementioned soils map is provided in Appendix C of this report.Urban land is generally soil that has been significantly modified by urbanization and disturbance of the natural soil layers. The probable erosion hazard is slight to moderate. Proposed Conditlons Surface cover, topography and hydrology at the project site will be essentially unchanged by the proposed improvements.Table 11 below summarizes proposed surface coverage for the project site.The improvements proposed by the project include upgrading the pedestrian facilities with the addition of a raised sidewalk and landscape buffer with a raised curb and gutter. Utlllty lmprovements Utility improvements including overhead power and communication modification, street lighting,hydrant relocation, and stormwater collection and conveyance modifications will be required to accommodate the new road section. Other utilities that are present within the project area are sanitary sewer, water(both domestic I and fire-protection), gas mains, and underground communication lines. Existing utilities and I building service connections will be protected and preserved throughout construction. I� Stormwater Improvements In general, stormwater runoff patterns for the project site will mimic existing;however the pollution generating impervious surface cover of the site will be slightly reduced with the addition of a landscape buffer.Stormwater run-off will also be redirected to eliminate sheet flow across the new raised sidewalk while marinating exisdng tributary basin sizes. Technical Informarion Report BergerABA:Vi,A13.0362.06 Boeing North 6th Street Improvements Apri125,2014 Renton,Washington Page 3 of 8 In both the existing and proposed condition, stormwater run-off from the southern pordon of 'I N 6th St and the tributary area just south of the right-of-way line is collected and conveyed by both public and private stormwater systems. The existing public system currently collects a 12,770 sf area of the project site from the N 6th St , public right-of-way and the adjacent private property within the eastern portion of the site and !, outlets directly to the Cedar River. In the proposed condition, the public system will collect a ' 12,551 sf area of the project site from the N 6th St public right-of-way. The existing private system currently collects a 14,538 sf area of the project site from the N 6th St public right-of-way and the adjacent private property within the western portion of the site and outlets to Lake Washington via the Bceing privately owned and maintained Nishiwaki trunkline. In the proposed condition, a 14,757 sf area of the project site from the N 6th St public right-of-way and the adjacent private property will be collected. The existing public storm system within the project site is a closed conveyance system consisting of 24-inch pipe and Type 2 catch basins.The project improvements will add a new Type 2 catch basin, replace an existing Type 2 catch basin, and add two new concrete inlets to the existing conveyance system.A total of 131inear feet of new, 12-inch high-density polyethylene pipe will be installed to connect the concrete inlets to corresponding catch basins. The new private collection and conveyance system just south of the public right-of-way on the Boeing Commercial Airplane Group Renton Production Plant includes 3601inear feet of 12-inch high-density polyethylene pipe, and three Type 1 catch basins.Roof drainage from an existing building located adjacent to the right-of-way will be collected in a 6-inch conveyance pipe and connected to this system.The private system connects to an existing private structure at the southeast corner of N 6th Avenue and Nishiwaki Lane,which is a part of the privately owned and maintained Boeing conveyance system. TABLE L1-Developed Site Surface Cover Public System Boeing System Surface Cover (Outlets to Cedar , (Outlets to Lake River) Washin on) Total Tributary Area 0288 acres 0.338 acres (12,551 sfl (14,757 s� Pervious (Landscape) 0.029 acres 0.046 acres (1,266 s (1,995 s Impervious (Pavement, buildings, etc.) 0.259 acres 0.292 acres (11,285 s (12,762 s� Total Site 0.627 acres (27,308 s Technical Information Report BergerABAM,A13.0362.06 Boeing North 6th Street Improvements Apri125,2014 Renton,Washington Page 4 of 8 SECTION 2: CONDITIONS AND REQUIREMENTS SUMMARY T'he following are the design standards that are applicable to this project. • City of Renton Municipal Code • City of Renton Development Standards • City of Renton Amendments to the King Counfi� Surface��1'ater Desi;n ti�Ianual, 2010 • King County Surface Water Design Manual, 2���''� (�C��1'D��11 • State Environmental Policy Act(RCW 43.21C) � The following publications and manuals are applicable t<� thi� ����������t �.��ht�n a ;��t�citi� �uhj���t i� not covered or discussed in the above listed documents. • Manual on Uniform Traffic Control Devices (2009; • AASHTO"Policy on Geometric Design of High�,��,�< ,����i �tr���,�t�" �_ � • WSDOT Design Manu�! Requirements Summary: Stormwater Management Guidelines The project site and Threshold Discharge Areas are subject to the f� ' requirements. Core Requlrement 1-Dlscharge at the Natural Location This project will add structures and pipe to existing stormwater conveyances in place. No significant net change to tributary areas or discharge locations will occur as a result of the improvements proposed by this project ' Core Requlrement 2-Off�lte Analysls A qualitative off-site analysis is not required per the City of Renton Amendments to the KCSWDM, Section 1.2.2 Core Requirements #2:Offsite Analysis, sub-heading ExempHon from Core Requirement#2,on page 1-21;which states: "A proposed yroject is exempt from Core Requirement #2 if... The project does not change the rate, volume, duration,or location of discharges to and from the project site(e.g., where existing impervious surface is replaced with other impervious surface having similar runoff-generating characteristics, or where pipelditch modifccations do not change existing discharge characteristics)." Core Requ/rement 3-Flow Control The project site meets the requirements of the Direct Dischazge Exemption per Section 1.2.3 of the City of Renton Amendments to the KCSWDM. Projects that are exempt from flow control requirements are not required to implement Flow control BMPs detailed in Section 1.2.3.3 of the , City of Renton Amendments to the KCSWDM. Technical Information Report BergerABAM,A13.0362.06 Boeing North 6th Street Improvements April 25,2014 Renton,Washington Page 5 of 8 Core Requlrement 4-Conveyance System The project results in no significant change in flow characteristics of the existing onsite conveyance system and therefore does not require conveyance capacity analysis per City of Renton Amendments to the KCSWDM,Section 1.2.4.2 Conveyance Requirements for Existing Systems. Core Requirement 5-Eroslon and Sedlment Control A project-specific stormwater pollution prevention plan(SWPPP) ��ill be prepared for the construction of this project and will be included in the Final TIlZ. Core Requlrement 6-Malntenance and Operat/ons No new stormwater facilities requiring a change to the existing maintenance or operation in place are added as a part of this project. Core Requirement 7-Financlal Guarantees and Llabllity I Will be provided in final'ITR if required. Core Requirement 8- Water Quallty The project meets requirements for the Impervious Surface Exemption for Transportation Redevelopment Projects per City of Renton Amendments to the KCSWDM,Section 1.2.8 Exemption #2, on page 1-61: • total new impervious surface within the project limits is less than 50%of the existing impervious surface • total new PGIS that is not fully dispersed will be less than 5,000 square feet • total new PGI'S that is not fully dispersed will be less than 35,000 square feet The exemption criteria is met. Speclal Requirement 1-Other Adopted Area,Specific Requlrements The project is located within the Cedar River Basin. There are currently no special drainage requirements that apply to this project. Speclal Requlrement 2-Flood Hazard Delineation The Boeing and PSE work on the east side of the Cedar River is not located within a 100-year flood zone as designated by FEMA panel.Refer to the flood zone maps provided in Appendix D.The PSE work on the west side of the Cedar River is not located within a 100-year flood zone as designated by City of Renton COR map provided in Appendix D. Speclal Requlrement 3-Flood Protection FaclUties There are currently no flood protection facilities for the site. Speclal Requlrement 4-Source Control The project does not meet the threshold to require source control. Technical Information Report BergerABAh4,A13.0362.06 Boeing North 6th Street Improvements April 25,2014 Renton,Washington Page 6 of 8 ' Speclal Requlrement 5- 011 Control The project does not meet the threshold to require oil control. Special Requlrement 6 -Aqulfer protection Area The project site is not located within an Aquifer Protection Area based on the Groundwater Protection Areas in the City of Renton Map included in the City of Renton Amendments to the KCSWDM. SECTION 3: OFF-SITE ANALYSIS A qualitative off-site analysis is not required per the City of Renton Amendments to the KCSWDM. SECTION 4: FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN The project qualifies for exemption from both water quality and flow control analysis per the Citv of Renton Amendments to the KCSWDM. SECTION 5: CONVEYANCE SYSTEM ANALYSIS AND DESIGN The project results in no significant change in flow characteristics of the existing onsite conveyance system and therefore dces not require conveyance capacity analysis per City of Renton Amendments to the KCSWDM. SECTION 6: SPECIAL REPORTS AND STUDIES Not Applicable SECTION 7: OTHER PERMITS The following is a list of the actions and pernuts that will be required as part of this project. • State Environmental Policy Act • National Pollution Discharge Elimination System-Construction Stormwater General Permit • Building, Grading,and Utility • Right-of-Way Use • Shoreline Substantial Development • Dewatering(see note below) Note: The Boeing Company holds an Industrial Wastewater Permit with King County. This Permit requires a separate dewatering permit application for dewatering activity in excess of 25,000 gallons per day. Due to the limited amount of trenching and excavation for structures, foundations, and piping, de-watering activities are not anticipated to exceed this amount.Therefore, a dewatering permit application is not needed through King County. SECTION 8: NOT USED SECTION 9: CONSTRUCTION SWPPP ANALYSIS AND DESIGN A construction SWPPP will be prepared for the project and will be included in Appendix F the Final TIlZ. Technical Information Report BergerABr1M,A13.0362.06 Boeing North 6th Street Improvements April 25,2014 Renton,Washington Page 7 of 8 L SECTION 10: BOND UANTITIES FACILITY SUMMARIES AND DECLARATION OF III Q � � COVENANT The Bond Quantities forms are included in Appendix E. SECTION 1i OPERATIONS AND MAINTENANCE MANUAL The public stormwater facilities for this project include catch basins for collection of stormwater runoff and junctions with the existing main and 12-inch high-density polyethylene pipe (HDPE) lateral connections.The proposed conveyance systems will connect to existing pipe conveyance systems and be incorporated in the City of Renton Public Works facilides maintenance and operation. The private stormwater improvements will be incorporated into the Stormwater facilities maintenance and operadon at the Bceing Renton plant in accordance with the plant's Industrial Stormwater Permit, WAR-000232. Technical Information Report BergerABAM,A13.0362.06 Boeing North 6th Street Improvements Apri125,2014 Renton,Washington Page 8 of 8 Technical Information Report Baeing North 6th Street improvements Renton, Washington Appendix A Site Maps � � � � ��- , ,.., -�. uR w�aar t %.�.�. , /� � � ' �N° ` . / \ __ r � �` , ��� ` _ _. ���,� , __ ._ - � ;niocr aouo ra� � -- !� / •upr mrwn � � ....._� . ._-._„�._.�`'�j � �' � MIC6�Otl700�1A,�' r _ _ �/, ', - _ \ - ,--�--__..__�, � .� �1 'f�,� . � _, ' , .-.�.� , �� � , ,- ,/ � � �,,,._ _ _ � I �ai V nw,a wsao �� � �/�aaz � ' l a-m \ � 1 � /� r'rl,:, � — � � � � �,� ,` �„ * ,� �� .. , � -- .. � .�-�-�� � , q. -- - �M-N Mtl q! r �+�a. ,[ � �r / � / �'P���.. ��� • `� �+!'r � �ODI6 " � ���r �� I �� ,1 I ` � � �! �. . � � HD ! � ,...,..f�1� _�,_, ..� ! � ' ' . i �JR.:C:t� _.._ _._.._ I R � •, • H �������i�C� �L I — � 4 L_.,;ti � 1 l J _� � l._J � � � � �»� � ,. ,,`,1 �� K aM aia► � `� _-- '1 ���1 -_. 1�°°°l�iaoM � �) � � _'� , {1 _ )� , f ~n \\� -= � � W� � 1.\ � -¢I rI��Y V� � � � ' � . /t �,.� �' �� J�� ¢ � { ,1 �C�� �H� r.•3 �� � � hMO10 ..__. � . 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