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HomeMy WebLinkAboutSWP272051(1) CITY OF RENTON Planning/Building/Public Works Department Earl Clymer, Mayor Lynn Guttmann,Administrator May 7, 1993 Mr. Larry Fisher Regional Habitat Manager Department of Fisheries Meadow Creek Office Park ' Suite 240, Building E 22516 SE 64th Place Issaquah, WA 98027 SUBJECT: DRAINAGE LINE CULVERT,VICINITY OF INTERSECTION OF LAKE WASHINGTON BOULEVARD AND COULON PARK ENTRANCE ROAD, RENTON,WA. Dear Mr. Fisher: Thank you for meeting with representatives of the City of Renton and PACCAR at the terminus of the Garden Avenue Storm Drain Line adjacent to Coulon Park in Renton on April 26. We feel that this was a productive meeting, and we have a better understanding about your concerns regarding the impacts of the construction work performed last summer on the local aquatic habitat. As I discussed with you, the City and PACCAR met subsequent to the April 26 meeting and the decision was made.at that time to hire a consultant specializing in bioengineering techniques for bank stabilization to assess the conditions at the culvert outlet,-And to provide us with professional advice and a conceptual design to remediate impacts to the habitat. PACCAR intends to retain this consultant within the next several weeks. PACCAR will be the.project manager for this work. During the evaluation and design of this work, it will be very important for us to continue to receive your input and advice. Our goal is to address this problem before the end of this summer's Fisheries Window. You have pointed out, and we are aware,that this project will require hydraulic project approval from the Department of Fisheries. It is our intention to work cooperatively with you to bring this project to a satisfactory conclusion to all parties involved. We very much appreciate the cooperative approach you have taken, and we look forward to continuing to work with you on this basis. While we recognize that you have a busy and full schedule,we are in hopes that you will be able to find the time to exchange information with our consultant on a periodic basis. Our.timelines will require an efficient design and permitting process. To this end, we will be requesting a second meeting with you at the site once the consultant is on board. Please call me at 277-6211 if you wish to discuss this item. Thank you. Very truly yours, Gregg Zimmerman P.E. Utility Systems Director H:FISH2/GZ cc: Millard Deusen,Department of Fisheries Gary Ostle,PACCAR Don Erickson Lynn Guttmann Ron Straka 200 Mill Avenue South - Renton, Washington 98055 THIS PAPER CONTAINS 50%RECYCLED MATERIAL,10%POST CONSUMER CITY OF RENTON MEMORANDUM DATE: April 29, 1993 TO: Lynn Guttmann FROM: Gregg Zimmerman SUBJECT: Update on meeting with Dept. of Fisheries Regarding PACCAR Garden Ave. Storm Drain Line ISSUE: As you are aware, the State Department of Fisheries has taken the position that significant damage was done to fish habitat when PACCAR constructed the 84-inch culvert line under the Burlington Northern railroad tracks (downstream terminus of Garden Avenue Storm Drain line) adjacent to Coulon Park. Fisheries feels that a hydraulic permit should have been obtained for the project and that construction without a permit was technically in violation of the law, and could be pursued with enforcement action. Fisheries would first like to work with PACCAR and the City in an attempt to remedy the problem before pursuing enforcement action. A meeting was held between Larry Fisher of Fisheries, the City of Renton and PACCAR to discuss the problem and its resolution on April 28, 1993. In addition to the attendees mentioned in Gary Ostle's meeting minutes (attached), Don Erickson and Rod Schindler also attended. HISTORICAL PERSPECTIVE: . The PACCAR Garden Ave. Storm line project went through the proper environmental review process as required by SEPA law. It was issued as an Addendum to the Environmental Impact Statement for Kenworth Truck Plant Facility ECF-047-88 on February 21, 1992, six months before the Coulon culvert was installed. The Addendum was advertised in the Valley Daily News, and copies were distributed to all parties on the EIS mailing list, including Gayle Kreitman of the Department of Fisheries. No comments were subsequently received from Fisheries by the City. At no time during the SEPA process did DOF inform the City or PACCAR that a hydraulic project approval was required, nor did they comment on the pipeline environmental package. Larry Fisher was informed that SEPA was followed, DOF was properly notified of the storm drain project, and chose not to comment. Larry's response at the meeting was that PACCAR and the City are responsible for obeying State law regardless of whether DOF commented on the project or not, and DOF often does not have time to review SEPA documents. LEGAL STANDING: According to our Contract with PACCAR, PACCAR was legally responsible for obtaining all permits and for construction management. I informed Larry Fisher of this. April 29, 1993 Page 2 MEETING MINUTES: Gary Ostle's "PACCAR FIELD MEMO" attached accurately covers the meeting. RECOMMENDATION: Review of State Law on hydraulic projects reveals that if any agency performs work that will "change the natural flow or bed of any of the salt or fresh waters of the state", then written approval is required from the DOF. DOF therefore seems to be holding a pretty strong hand in requiring that changes be made, and I recommend that we do not oppose their requests as long as they remain reasonable. We should therefore do the following: 1. Recommend to PACCAR that we conform to DOF requirements, under the conditions of the PACCAR/Renton Agreement. Therefore, PACCAR applies for the needed hydraulic permit, performs the design and manages the construction of the modifications, and provides funding for the project. The City will participate in 35% funding by waiving SUCC fees on the Kenworth Truck Plant site. In effect, this treats this work like a change order to the Garden Ave. Storm Drain line (which it is). 2. The City or PACCAR informs DOF in writing of our intentions, and provides DOF a timeline for the work. I think that this is the only reasonable course open to us. Let me know if you disagree. H:FISHt/GZ cc: Don Erickson Ron Straka Rod Schindler :i Zvi �. i.i-�1 ��. ��:r i� .�zn 1i••.. LYJ UUL/UUJ PACCAR FIELD MEMO 28 April 1993 TO: R. E. Bangert CC: D. D. Bennitt P. E. Gladfelter T. C. Johnson G. Zimmerman (City of Renton) S. Wittmann-Todd (SSOE) FROM: G. T. Ostle RE: OFFSITE STORM DRAIN UPGRADE SUBJECT: DEPARTMENT OF FISHERIES INSPECTION The City of Renton, SSOE and PACCAR met at the site of the storm drain crossing of the railroad with Larry Fisher of the Department of Fisheries (see attached card) . This site inspection was in response to their letter to the City of Renton, which was attached to my memo of 12 April 1993. Basically, Fisheries has taken exception with the rip rap installation at the outfall of the 84" culvert under the railroad, which we installed last fall. He stated that we should have obtained a Hydraulic Project Permit. He also stated that he now required the following repairs: 1) Install temporary bypass pipe/ditch from outfall of culvert to end of rip rap - with sandbags, etc. 2) Remove existing rip rap. 3) Use larger rock on toe of outside curve. 4) Install bioengineered slopes - with proper shading trees and probable use of "soft gabions" and joint plantings. 5) Placement of appropriate spawning sands. 6) Placement of deflector wall to increase flow rates. 7) Remove temporary bypass and restore area. The above "repairs" would require the submittal of a Hydraulic Project Application - see attached form. After the inspection, we agreed with the City of Renton to get together in the next week or so - after mutual review of the appropriate regulations concerning classification and jurisdiction for this "creekbed". (Note: SSOE was not given authorization to proceed. ) ' � CITY` OF RENTON Planning/Building/Public Works Department Earl Clymer, Mayor Lynn Guttmann,Administrator February 21, 1992 1 SUBJECT: Addendum to Environmental Impact Statement for Kenworth Truck Plant Facility ECF-047-88 Dear Interested Party: Transmitted herewith is a copy of an Addendum to Environmental Impact Statement for the Kenworth Truck Plant Facility. The project site is located in North Renton. The site is bordered by North ath Street on the north, Garden Avenue North on the west, approximately vacated Snoqualmie Avenue North (the project of North 6th Street) on the south, and vacated Houser Way North on the east. The entire site is zoned for industrial use. PROPOSAL: Applicant proposes to complete construction of an existing storm drain line in Garden Avenue North as part of the Kenworth truck plant facility. This action is required to comply with requirements in the King County Surface Water Design Manual as adopted by the City of Renton. The project will extend the existing storm drain line south to North 8th Street and north to an area near Gene Coulon Memorial Park. The Addendum provides additional information about the proposed action by providing details concerning completion of the existing storm drain line and its relationship to the proposed action. This information is being provided for your information. Please call 235-2550 for more information. i 1 Donald K Erickson,AICP Zoning Administrator -A ADDENDUM KENWORTH TRUCK PLANT EIS, AUGUST, 1991 GARDEN AVENUE STORM DRAIN LINE Description of Action: In order to mitigate the surface water impacts of the proposed Kenworth truck plant and to comply with the requirements of the King County Surface Water Design Manual, PACCAR will extend an existing 72" storm drain line, or engineering equivalent, in Garden Avenue North from the project site at North 8th Street to approximately Gene Coulon Memorial Park. This action was not described as a specific mitigating measure in the EIS, but is a result of a mitigating measure for surface water runoff requiring compliance with the King County Surface Water Design Manual. The storm drain would extend from North 8th Street, northward along Garden Avenue North before crossing beneath Lake Washington Boulevard and the Burlington Northern Railroad tracks. On the north side of the BN tracks, the storm drain would be diverted east to rejoin the Garden Avenue North drainage flowing through Gene Coulon Memorial Park. Existing storm drains crossing the proposed 72-inch pipe alignment will be joined with the new line. Cross connections will be maintained between the 72-inch storm drain and ponds 1 and 2 in the vicinity of Gene Coulon Memorial Park. Storm drainage from the Kenworth truck plant site would be collected at the northwest corner of the site, then discharged directly into the existing 48-inch storm drain on Garden Avenue North. Flows from North 8th Street would be diverted to the new storm drain. A 48-inch cross connection would be provided between the existing Garden Avenue North storm drain and the proposed storm drain at the intersection of North 8th Street and Garden Avenue North. Currently, approximately 870 feet of the proposed 72-inch line is in place in Garden Avenue North. This line was installed by E & H Properties to comply with City code requirements for the Park Plaza project. It was installed pursuant to plans approved by the City of Renton for a 60-inch line extending from North 8th Street to Park Avenue North. The proposed extension would complete the unbuilt approximately 1,230 feet of the line by extending it southward to North 8th Street and extending it northward to pond 1 near Gene Coulon Memorial Park. The proposed completion of the existing 72-inch storm drain line, or its engineering equivalent, will help to reduce flooding along North 8th Street, along the western boundary of the Kenworth truck plant site, and on the site itself. At the intersection of North 8th Street and North Houser Way,the volume of street flooding would be reduced by 37 percent from existing conditions. Along the western site boundary, flooding would be reduced from over 6 acre- feet to less than 1 acre-foot under 25-year design storm conditions. Under the same design condition, no flooding would occur on site. Installation of the remaining sections of the 72-inch Garden Avenue storm drain line, or its engineering equivalent, will mitigate surface water impacts associated with construction of the Kenworth truck plant consistent with the required mitigation measures in the EIS of August, 1991. By itself, the storm line does not substantially change the analysis of significant impacts and alternatives discussed in that document. Conclusion: Construction of the 72-inch line, or its engineering equivalent, also does not substantially change the analysis of construction impacts or mitigating measures described for the Kenworth truck plant contained in the EIS. All impacts associated with construction of the storm drain line -- e.g., air quality, noise, and soils —are addressed in the EIS, and the mitigation measures discussed in that document adequately mitigate construction impacts associated with construction of the Garden Avenue North storm drain line. • t AFFIDAVIT OF PUBLICATION Acct. #51067 Shirley Morehead being first duly sworn on oath states that he/she is the Chief Clerk of the VALLEY DAILY NEWS 600 S. Washington Kent, WA. 98032 Daily newspapers published six (6) times a week. That said newspaper is a legal newspaper and is now and has been for more than six - CITY OF RENTON months prior to the date of publication referred to, printed and NOTICE OF ADDENDUM ISSUANCE ublished in the English language continual) as a daily newspaper in Description of Agency Action: sueEnvd n- p gY Y p mental Review Committee(ERC) issued an Kent, King County, Washington. The Valley Daily News has been addendum to the Final Environmental approved as a legal newspaper b order of the Superior Court of the Impact Statement 9, the Kenworth Truck g y Plant on February 19, 1992. State of Washington for King County. Description of Proposal:PACCAR Inc will complete construction of an existing 72-inch storm drain line, or its engineering equiva- The notice in the exact form attached, was published in the Valley lent,in Garden Avenue North as part of the Daily News (and not in supplement form) which was regularly distrib- Kenworth truck plant project described in uted to the subscribers duringthe below stated period. The annexed the Kenworth Truck Plant EIS of August, p 1991. The project will extend the existing notice a Public notice # VN71 1 3—CITY OF RENTON line to North 8th Street on the south and Gene Coulon Memorial Park on the north. NOTICE OF ADEMDUM ISSUANCE Location_ of Proposal: Garden'Avenue North from North 8th Street to Gene Coulon 'Memoriar Park. was published on FEBRUARY 24 1992 Type of SEPA Review:Addendum to the FEIS and Mitigation Measures amending the Kenworth Truck Plant FEIS of August, The full amount of the fee charged for said foregoing publication is 1991. the sum of S 4 2 . 7 6 Documents may be examined during reg- ular business hours at Development Servic- es,Third Floor, Municipal Building,200 Mill Avenue South. LEAD AGENCY: City of Renton, Depart- ment of Planning/Building/Public Works, Subscribed and sworn before me this 24th day of Feb. 19 92 Development Planning Section . Published in the Valley Daily News Feb- ruary 24, 1992 7113 tary Public for the State of Washington residing at Kent King County, Washington VDN1#83 Revised 11/91 CITY OF RENTON NOTICE OF ADDENDUM ISSUANCE Description of Agency Action: Environmental Review Committee (ERC) issued an addendum to the Final Environmental Impact Statement on the Kenworth Truck Plant on February 19, 1992. Description of Proposal: PACCAR Inc will complete construction of an existing 72-inch storm drain line, or its engineering equivalent, in Garden Avenue North as part of the Kenworth truck plant project described in the Kenworth Truck Plant EIS of August, 1991. The project will extend the existing line to North 8th Street on the south and Gene Coulon Memorial Park on the north. Location of Proposal: Garden Avenue North from North 8th Street to Gene Coulon Memorial Park. Type of SEPA Review: Addendum to the FEIS and Mitigation Measures amending the Kenworth Truck Plant FEIS of August, 1991. Documents may be examined during regular business hours at Development Services, Third Floor, Municipal Building, 200 Mill Avenue South. LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section PUBLICATION DATE: February 24, 1992 DATE OF DECISION: February 19, 1992 SIGNATURES: -A Lynn nn, Administrator Depart t o Planning/Building/Public Works o n e ey,Administrator DAIL Community Service Department e'6 W T, Fir6Chief Rent ire Department adndmsig Renton . Pul..)lic Library Main Branch (3 ) Mayor ATT.N : Mayor ' s Assistant Parks Board ( 1 ) Parks & Recreation Dept Planning Commission Police Department Public Works Department SEPA Information Center Seattle—King Countyy Dept of Public : Health . 400 Yesler . Bldg Seattle, WA 98101 . Seattle ' Post—Intelligencer Business News Seattle Times—Eastside Edition 101 Elliott Ave W Business News Real Property. Ser, vices Seattle. WA 98111 PO Box 70 Seattle . Water . Dept. Seattle, . WA 98111 - 710 — 2nd Ave, ' 11th Floor Seattle. WA 98104=1712 ,)EPA Register . Washington , State State Department of Ecology Department of Ecology Environmental ' Review Section State De M/S ' PV- 11 ` M/S PV-11 Attn : Department of Ecology Olympia, WA 98504 Olympia, WA- NorthwestSRegiona 98504 4350 Regional Office - Redmond; 50Ah Ave 98052 State Department of Ecology ATTN, Permit Coordinator State Dept of Transportation Shorelands Highway Admin Bldg :ay Kreitman, Habitat Mgmt M/S PV1.11 M/S KF-01 - pt of FisheriesGlympia, WA 98504 Olympia, WA . 98504 SE 64th P1, . .#E240uah, WA 98027 State Dept of Game 600 N . Capital Wa , M/S GJ_11 Carol Thompson - Olympia, WA 98564 METRO, Market . Dev Div City of Tukwila 821 Seat Second - Av9, M/S164 Planning & Bld Dept tle6200 Southcenter Blvd Tukwila, WA 98188 Tony. DPperman US Dept of Wildlife y -- - 16018 Mill Creek Blvd Seattlem C rps of Engineers Mill Cre.?k , WA 98012 District Office U : S. Dept of Agriculture Eng . Div. — Plannin Soil Conservation Office PC) Box C—? 7S5 g Renton Field Office O? c n _ ...�.., •�_ __�- - -- ._. _. - -- ^ 4� CITY OF R.FNTON RECEIVEV DEC 4 1991 !_ —�/ —' ��( DEVELOPMEW SERVICES DIVISION i Harr Crow-see,Inc. 1910 Fair xw Ayenue fast Searde, Washington&4102-3699 Eater and EnvOonrnanW Tachr otoglas FAX 206.32S.5581 206.3249530 FAX Transmittal Form DATE ' c -.7- /!Zg/ RECIPIENT'S FAX NO. m2-3.S NO. OF PAGES (INCLUDING FAX FORD SEND TO COMPANY u RECIPIENTS DIRECT TELEPHONE NO. 77 �0 4 O { i SENDER'S NAME SOLf JOB NO, MESSAGE: ' n �zO�ab4 ory 3 3 I THIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDNIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL OR OTHERWISE EXEMPT FROM DISCLOSURE TO OTHERS UNDER APPLICABLE LAW. If the reader of this message is not the intended recipient, or the employee or agent responsible for delivering the message to the intended recipient,please recognize that any dissemination,distribu- tion or copying of this communication is strictly prohibited. it you have received this communication in error,please notify us immediately by telephone, and return the originial message to us at the above address via the United States Postal Service. Thank you. PLEASE CONTACT(206) 324-9530 IF THERE ARE ANY'TRANSMITTAL DIFFICULTIES. Sawda. Tacoma,Richland.Anchorage,Portland.San Frandsco.tong Seed? t� Y.Y 1 I CRO� Hart Dowser,Inc. 1910 Fairview Avenue East Seattle,Washington 98102 FAX206.328.5581 206.314.9530 Earth and Environmental Technologies J-1639-23 uu nl^I1 E December 2, 1991 CiTY OF FiENTO Engineering De it Mr. Robert K. Butler, P.E. PACCAR Inc. P.O. Box 1518 Bellevue, Washington 98009 Re: October 1991 Storm Water Quality Monitoring Results North Site Grading and Filling Activities PACCAR, Renton Site Dear Mr. Butler: This letter report presents the results of monthly storm water sampling conducted during ongoing site construction and remediation activities at the PACCAR Renton Site. Samples were collected on October 24, 1991. Final analytical results were received by Hart Crowser on November 26, 1991. Sampling and analysis were conducted in accordance with Hart Crowser's Surface Water Quality Monitoring Program, as approved and revised by Randall Parsons of the City of Renton Storm and Waste Water Division, September 19, 1991. SUMMARY OF FINDINGS ► Off-site storm water runoff which enters the PACCAR storm sewer system contained chemical concentrations in excess of the storm water runoff generated on site; Seattle - Tacoma - Richland • Anchorage • Portland • San Francisco • Long Beach PACCAR Inc. J-1639-23 December 2, 1991 Page 2 ► Benzene, vinyl chloride, PCBs, arsenic, and hexavalent chromium were not detected in the on-site or off-site storm waters; ► Low levels of chromium, copper, lead, and zinc were detected in all storm water samples; and ► City of Renton's Threshold Levels are currently in review. Threshold levels will be adjusted based on achievable laboratory detection limits and aquatic toxicity levels. SURFACE WATER SAMPLING LOCATIONS Storm water sampling was conducted at three on-site locations. These locations and brief descriptions are given below. ► SW-MH Storm waters generated off site enter the PACCAR storm sewer system at the southeast corner of the site; sampling point is from a manhole location. The storm water stream was turbid, with sheen, and approximately 2 inches deep; ► SW-3 Storm waters generated completely on site and collected in a ditch along the western site boundary; sampling point is in the ditch and approximately 100 feet south of the north property line. The storm water stream was turbid and approximately 2 inches deep; ► SW-4 Storm waters in the PACCAR storm sewer system along the northern site boundary consisting of both on-site and off-site storm waters; sampling point is from a cleanout located midpoint of the north site boundary, and approximately 25 feet south of the property line. The storm water stream was turbid, with a organic surface residue, and approximately 6 inches deep; and Lr PACCAR Inc. J-1639-23 December 2, 1991 Page 3 ► SW-EC2 Storm waters generated completely on site and collected in an erosion control pond in the north half of the PACCAR site; sampling point is from the spillway of the pond. The erosion control pond was dry. Chemical concentrations from sampling location SW-MH (off-site storm waters) will be regarded as background or baseline levels, and used in comparison to water quality of on-site PACCAR generated waters. On the date of sampling, location SW-EC2 was dry. Consequently, surface water sampling location SW-4 was used in place of SW-EC2. SURFACE WATER SAMPLING ANALYSES Storm water samples were collected at sampling locations SW-MH, SW-3, and SW-4 on October 24, 1991. In addition, a duplicate sample, SW-MHDP, and a field blank were collected during the October sampling round. The water samples were analyzed by the Hart Crowser FAST Laboratory for the following: ► Total petroleum hydrocarbons (EPA Method 8015 Modified); ► Benzene (EPA Method 8020); and ► Vinyl chloride (EPA Method 8010). Water samples were analyzed by Analytical Technologies, Incorporated (ATI) for the following constituents: ► Arsenic, chromium, copper, nickel, lead, and zinc (EPA Method 200.7, ICAP); ► Hexavalent Chromium, (EPA Method 7196, Colorometric); and ► Polychlorinated Biphenyls (EPA Method 608, PCBs only). Final analytical results were received by Hart Crowser on November 26, 1991. Results were received three weeks later than expected due to reanalysis of the samples for metals. As a result of conversations with Randall Parsons, the results for metals analyses refer only to the "total" metals fraction. 'Dissolved" hexavalent chromium will be analyzed during this sampling round only. `M PACCAR Inc. J-1639-23 December 2, 1991 Page 4 RESULTS Benzene, vinyl chloride, PCB, arsenic, and hexavalent chromium were not detected in any of the storm water samples. Off-site storm waters (SW-NM) had the highest concentrations of chromium, copper, and zinc (0.021, 0.038, and 0.15 mg/L, respectively). Zinc concentrations were actually highest in the duplicate sample, SW-MHDP, at 0.25 mg/L. Nickel was detected solely in the duplicate off-site sample, SW-MHDP, at 0.014 mg/L. Off-site and on-site storm waters had concentrations of lead ranging from 0.030 to 0.042 mg/L. SW-MHDP had concentrations of lead (0.042 mg/L) in excess of the on- site samples (maximum 0.035 mg/L). Total petroleum hydrocarbons were detected in all but one storm water sample at a concentration of 2 mg/L. In all cases where a compound is detected in storm water samples, the chemical concentration from off-site locations exceeds that from the on-site locations. This situation occurs for chromium, copper, and zinc. Concentrations of nickel are only observed in the off-site storm waters. Table 1 summarizes the analytical results for October 1991 storm water sampling round. PACCAR Inc. J-1639-23 December 2, 1991 Page 5 We trust this letter meets your needs. Please call if you have any further questions. Sincerely, HART CROWSER, INC. 11J2 1 ROYAKUROIWA MARY CATHERINE KILEY Senior Staff Engineer Sr. Staff Environmental Chemist 'T'7L, JOHN T. FINN, P.E. Associate RWjr SURFWATELR Attachment: Table 1 - Results of Storm Water Monitoring - October 1991 cc: (w/Attachment) Bob Butler, PACCAR (2) Claus Hackenberger, PACCAR Randall Parsons, City of Renton Ron Nelson, City of Renton David South, Washington State Dept of Ecology (3) Hart Crowser J-1639-23 *. Table 1 - Results of Storm Water Monitoring - October 1"t Concentration in mg/L Sample ID Date As Cr Cr Cu Pb Ni Zn PCB TPH Benzene Vinyl (VI) Chloride SW-3 10/24/91 ND 0.010 ND 0.024 0.035 ND 0.089 ND ND ND ND' SW-4 10/24/91 ND 0.025 ND 0.026 0.030 ND 0.12 ND 2 ND ND' SW-MH 10/24/91 ND 0.021 ND 0.038 ND ND 0.15 ND 2 ND ND' SW-MHDP 10/24/91 ND 0.027 ND 0.033 0.042 0.014 0.25 ND 2 ND ND' SW-Rinse 10/24/91 ND ND ND ND ND ND ND ND ND ND ND' Trip Blank 10/24/91 NA NA NA NA NA NA NA NA NA ND ND' Laboratory 0.050 0.010 0.010 0.0050 0.030 0.01 0.01 0.001 1 0.001 Detection Limits City of Renton 0.005 0.005 0.011 0.007 0.001 0.080 0.059 1 100 0.005 0.004 Threshold Levels SW-3 = Open drainage ditch SW-4 = Storm water basin SW-MH = Storm water sample collected from manhole SW-MHDP = Duplicate storm water sample collected from manhole SW-Rinse = Field Blank ND = Not detected at detection limit NA= Not Analyzed ND' = Not detected(qualitative assessment) Toluene was detected at 0.001 mg/L in SW-MH,SW-MHDP,and SW-Rinse. SURFWATF-LR-Pg 6 1 i r I CITY OF RENTON MEMORANDUM DATE: April 24, 1992 TO: Bill Stalzer FROM: andall Parsons STAFF CONTACT: Dan Carey I SUBJECT: KENWORTH TRUCK PLANT REQUEST FOR CODE MODIFICATION/ ALTERATION TO ALLOW THE USE OF PUMPS TO DISCHARGE SURFACE WATER COLLECTED IN ON-SITE TRUCK BAYS The Surface Water Utility hereby: o allows the use of pumps to pump surface water drainage from the proposed truck wells as a J modification to Core Requirement No. 4: Conveyance System-Pump System; o allows the use of one pump and no alarm system required by the"minimum condition" number(4); in compliance with City of Renton Code 4 - 22 - 8 and under the authority of 4 - 22 - 16; with the following condition: CONDITION Paccar/Kenworth will record a covenant against the title of this property which will hold the City of Renton harmless and absolve the City from any and all liability associated with claims for damages stemming from j personal injury and/or property damage, etc ..., resulting from flooding in the truck wells served by pumps. This covenant will run with the title on this property until such time as the truck well/pump systems are removed and a gravity drainage system installed. This approval is based on the enclosed "Truck Well Drainage Analysis Report for Kenworth Truck Plant, Renton Washington" prepared by SSOE, Inc., April 14, 1992 and certified by Stephen Wittmann - Todd, P.E.. Please call me at X-5548 'rf you have any questions. RP:rp:KENMOD.DOC cc Gregg Zimmerman Dan Carey Ron Straka enclosure .......... ..... _ _ _ ... ................. KENWORTH TRUCK PLANT' SSOE. NO 925001 . IZENTON,.WASHINGTON APRIL 7 4, 1992 9Z TRUCK WELL DRAINAGE ANALYSIS 4, WIT TECHNICAL REPORT �w��0 WAs FOR W ti ox 0 KENWORTH TRUCK PLANT N Cl RENTON, WASHINGTON PREPARED BY SSOE, INC. 2315�4e� APRIL 14, 1992 S��NAL� GENERAL: EXPIRES 1 The Kenworth truck plant is located on a forty acre site in north Renton. The site is quite flat and floods during significant rainstorms. The owner of the site, PACCAR Inc., is participating in upgrading storm drain systems off the site to eliminate the site flooding and improve regional drainage. Nevertheless, even with the off site improvements the elevation difference available to drain the site is very limited during significant rainstorms. The site design accommodates this limitation by using trench drains to drain the majority of the site and using a limited depth detention pond. The design of the truck plant incorporates the use of depressed areas (truck wells) to allow trucks to be unloaded at the level of the factory floor. The wells are not covered and consequently collect rain water. The means used to drain these truck well is the subject of this report. TRUCK WELL DRAINAGE: The possibility of draining the truck wells by gravity was investigated. If passive gravity drains were provided in the truck wells on the north side of the building, storm water would back up and flood the wells during significant storm events. This effect would be most pronounced in the east truck well. The truck well on the south side of the building will not drain by gravity into the proposed site storm drainage system. The obvious solution to these problems is to lower the storm drainage system to allow free drainage from the truck wells. However, due to the limitations of the existing off site storm drain system, the pond will not drain freely if lowered sufficiently to allow free drainage from the truck wells. In essence, the changes necessary to enable the truck wells (about 0.5% of the project area) to drain by gravity would force the entire site to be dependent on a pumped system. Consequently, it is recommended that the ponds be drained using pumps. A study of the water that would collect if there was a pump failure for the full duration of various storms was performed. The depth of water that would collect ranged from 1.13 feet for a two year storm to 1.57 feet for a 100 year storm. In no case did the collected water overflow the truck well during a single storm event. In addition, if a truck trailer were left in the well no damage would occur to the trailer or its contents because the maximum depth of a truck well is the floor level of a trailer. 1 KENWORTII TRUCK PLANT SSOE JOB NO. 925002-01 RENTON, W,ASHINGTON APRIL 14, 1992 The significance of multiple storms causing the truck well to overflow was also examined. The overflow water would flow in all cases to the trench drain system used to drain the overall site. In no case would the water flow off site, circumvent any treatment facilities or damage any property. The only consequence would be limited access to the truck well. CODE ANALYSIS: The King County Surface Water Design Manual (KCSWDM) limits the use of pumped storm drainage systems because of the potential property damage caused by a failure of the pumped system. Pumped systems are allowed when the public interest is served and the objectives of safety, function, appearance, environmental protection and maintainability, based upon sound engineering judgement are fully met. Pumping from the truck wells serves the public interest by allowing the overwhelming majority of the site to be drained by the most reliable means possible thus minimizing the risk of off site flooding. The use of pumps does not change the facility appearance, increase hazards or circumvent the storm water treatment facilities. The function and maintainability of the pumped system will be enhanced by using a standard off the shelf self contained pumping system. Typically, the failure of a pumped system will cause considerable property damage. For this reason the KCSWDM requires a large degree of redundancy for a pumped system. This is reflected in the requirements for duplex pumps,alarm systems and storage for pumped systems. However, the situation at the proposed truck wells is much different. If a pump were to fail only the truck well would be flooded which would merely inconvenience the owner. The impact to the owner would be in the form of limited access to the truck well as opposed to any physical damage to the truck well or the truck trailers. Viewed in this light, pumping the water from the truck well is for the owner's convenience and not for the protection of any other property owner. In addition, the well has the storage to contain the full volume of the 100 year 24 hour storm. Consequently, the redundancy provided by duplex pumps and an alarm is not warranted for this specific situation. CONCLUSIONS: It is our conclusion that the public and the owner would be best served by pumping the storm water from the proposed truck wells. This would allow the overwhelming majority of the site to drain by the most reliable means available. We also conclude that the consequences of a total pump failure are minor. If the pump system were to fail, the storm water would be contained within the well where it would do no property damage. The only effect of a pump failure would be to limit access to the truck well. Consequently, it is our opinion that the use of duplex pumps and an alarm system is unnecessary. 2 Title Sheet No. /of By / / hk. / / Job No. ,? OCZ-b/ SSOE, Inc. • 3015 112th Avenue, N.E., Suite 101 • Bellevue, Washington 98004 Fax 206-827-8412 206-827-2950 SwDY o- GOL tw L-Ec.TSD j7lt-2 DE-PrH i F , PUMP FAILS a �3 e o �=D z Oe J 1 1 Title ;,ee 4941,-7il'� Sheet No. r2-L' By2�1 / O k. / / Job No. 2 p?-b ,y , A SSOE, Inc. • 3015 112th Avenue, N.E., Suite 101 Bellevue, Washington 98004 Fax 206-827-8412 206-827-2950 l oa V ` 3 z X C75 L 30,E G¢/�-- .� o, 9s� 25 V'C� 15 7 - z 2=9 3a57 22, 9j;-, e2 r r i Title � , / -1 Sheet No. � of By Z hk. / / Job No. ZSDaZ'D/ SSOE, Inc. 3015 112th Avenue, N.E., Suite 101 Bellevue, Washington 98004 Fax 206-827-8412 206-827-2950 /DD --- - - - cI 77, G Letter of Transmittal SSOE, Inc. Date: Transmittal No.: Engineers Architects 3015- 112th Avenue, N.E., Suite 101 Job No.: Bellevue, Washington 98004 Phone: (206) 827-2950 Fax: (206) 827-8412 ATTN: (aQl� 0`3tca— TO: / 4Ge-41z- . RE: We are sending you the following via: Regular Mail ❑ Overnight Mail ® Under Separate Cover Hand Delivered Pickup El Item Oty. Code Rev. Dwg./Spec. No. Title/Description CODES: A - Print 1 For Construction 9 - A/E Review - No Exceptions B - Sepia Reproduction 2 - For Purchasing 10 - A/E Review-As Noted C - Mylar Reproduction 3 - For Bids, due 11 - A/E Review- Rejected D - Copy 4 - Reference Only 12 - Resubmit Copies E- Specification 5 - For Approval 13 - Preliminary F - Shop Drawing Sub. No. 6 - For Review &Comment 14 - Addendum No. G - Diskette 7 - As Requested 15 - Bulletin No. H - 8 - For Your Use 16 - REMARKS: cc: . S� Signed: fit, 6 j' Page _ of EXCELTORMSITRANSMIT.XLW PROJECT MEMO 1r, April 1yy TO : B . Stalzer ( Ci t,T of Renton R . E . Ban=qer t H . E . Kiefer J . Steele ( ccOE) File 2 . 4 FROM - G . T . Os t 1 e RE : KENWORTH RENTON PLANT SUBJECT : REQUEST FOR MODIFICATION TRUCK WELL DRAINAGE The King County Surface Water Design Manual (KCSWDM) limits the use of pumped storm drainage systems because of the potential proper t V damage caused b;F a. f a i iure rD f t 11�. pumped :system . The design of our truck plant incorporates the use of depressed areas ( truck wells) to allow trucks to be unloaded at the level of the factory floor . The wells are not cowered and consequently will collect rain water . The attached Truck Yell Drainage Analysis of 14 April 1992 from SSOE defines whir draining these wells by gravity is not possible due to the elevation differences available between the site and the existing public drainage network . The report also points out that failure of a. pumped system for these wells would on1v lead to flooding of the wells, a-- the wells have the storage to contain the full volume of a 100 year 24 hour storm . Therefore, we are requesting a Modification to allow a pumped drainage system for the truck wells in our plant . 10 UTILITIES #2 EASEMENT THIS INSTRUMENT, made this 2nd day of September 1988 b and between THE BOEING COMPANY, Acting Y _throuahit's division. _ BOEING COMMERCIAL AIRPLANESFR ; and and ; and hereinafter called "Grantor(s)," and the CITY OF RENTON, a Municipal CorpgraEron of King County, Washington, hereinafter called "Grantee." = C WITNESSETH: That said Grantor(s), for and in consideration of the sum of `;_1.00 (One Qollar d No looths---- aid by Grantee, and other valuable consideration, do y these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its successors and assigns, an easement for public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described property in King County, Washington, more particularly described as follows: A strip of land 20.00 feet wide over a portion of the NW 1/4 and the SW 1/4 of Section 8, T 23 N, R 5 E, W.M. , in King County, Washington, the westerly margin of said 20.00 foot wide strip lying 30.00 feet easterly of and parallel with the following described line: Beginning at the cased monument located at the point of intersection ,D of the centerlines of N 8th St. with Garden Ave. N thence, N 00024'58" W, '< along the centerline of said Garden Ave. N, a distance of 283.37 feet; C� Thence along the arc of a curve to the left with a radius of 880.00 feet, CO a central angle of 1803P11" and an arc length of 284.44 feet; Thence N 18056log" W a distance of 841.53 feet; Thence N 18055'51" W a distance CaD of 557. 32 feet, to the point of intersection of the centerlines of said CC) Garden Ave. N with North Park Dr. (SR 405 North Renton Interchange) and the terminus of said line. Less those portions, thereof, lying within the rights-of-way of said N 8th St. and North Park Drive. 8.8/09/23 #0146 D RECD F 6.00 CASHSL **:*:*E..00. li Together with a temporary construction easement described as: Being 30.00 feet in width and lying easterly of and adjacent to the afore described 20.00 foot wide strip. Said temporary construction easement shall remain in force during construc- tion and until such time as the utilities and appurtenances have been accepted for the operation and maintenance by the Grantee but not later than November 15, 1988 c : RECORD AT REQUEST OF 1E O,r THE CITY CLERK Nill AVE. SO. RENTON, WA 98055 UEa2-1 Said heretofore mentioned grantee, its successors or assigns, shnll have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of constructing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, t without incurring any legal obligations or liability therefore, provided, d that such construction, maintaining, repairing, altering or reconstruction of said utilities shall be accomplished ip such a manner that the private improvements existing in the right s)-of-way shall not be disturbed or !damaged, they will be replaced in an good a condition as they were immediately before the property was entered upon by the Grantee. I The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with installation and maintenance of the utilities. Ilowever, the grantor shall not erect buildings or structures over, under or across the right-of-way during the existence of such utilities. Reflection- pools and appurtenant structures will be allowed in and •over the easement, slid will not be considered a violation of this section. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successors, heirs and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right tp execute this agreement. '11-IE BOEING COMPANY, Acting Lhrough its division BOEING COMMERCIAL AIRPLANES .D B�_ CD J.J. Nelson, Director of NFacilities and Services T CORPORATE FOIUt: CD CIO 1-0 '.'. STATE OF WASIIINCI'ON ) [•;, SS COUNTY OF KING ) { On this 8-rH clay of --Skr-PT e VA 86 2'- 19 $$ , before me_, the undersigned, a Notary Public in ruul for the Stale of Washington, duly commissioned and sworn personally appeared J.J. Nelson '-' µ ^- to me known to be the Director of Facilities and Services of Boeing Commercial Airplanes the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. WITNESS 1ny hand and official seal hereto affixed the day and i, year in this certificate above written. r�rr{1 4+' Y; Notary Public ill and for the State of ujp;s"%KI<6ToM , residing at VA 0 My commission expires: PT 2, �g51 Page 2 or 2 a; UTILITIES /{2 E A S E M E N T THIS INSTRUMENT, made this 2nd day of September 1988 ; THE BOEING COMPANY, Acting by and between through it's division - BOEING COMMERCIAL AIRPLANES and r;` and and _ Ln hereinafter called "Grantor(s) ," and the CITY OF RENTON, a Municipal Ca p6rafb)n of CCO King County, Washington, hereinafter called "Grantee." WITNESSETH: That said Grantor(s) , for and in consideration of the sum of $ 1.00 (One Dollar and No/100ths-------------------- paid by Grantee, and other valuable consideration, do y these presents, grant, bargain, sell , convey, and warrant unto the said Grantee, its successors and assigns, an easement for public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described property in King County, Washington, more particularly described as follows: A strip of land 20. 00 feet wide over a portion of the NW 1 /4 and the SW 1 /4 of Section 8, T 23 N, R 5 E, W. M. , in King County, Washington, the westerly margin of said 20. 00 foot wide strip lying 30. 00 feet easterly of and parallel with the following described line: Beginning at the cased monument located at the point of intersection of the centerlines of N 8th St, with Garden Ave. N thence, N 00024'58" W, along the centerline of said Garden Ave. N, a distance of 283. 37 feet; OThence along the arc of a curve to the left with a radius of 880. 00 feet, CO a central angle of 18031' 11" and an arc length of 284. 44 feet; Thence N 18056'09" W a distance of 841 . 53 feet; Thence N 18055'51" W a distance CD of 557, 32 feet, to the point of intersection of the centerlines of said co Garden Ave. N with North Park Dr. (SR 405 North Renton Interchange) and the terminus of said line. Less those portions, thereof, lying within the rights-of-way of said N 8th St. and North Park Drive. RECD F r,, i ii-1 11 Together with a temporary construction easement described as: Being 30. 00 feet in width and lying easterly of and adjacent to the afore described 20. 00 foot wide strip. Said temporary construction easement shall remain in force during construc- tion and until such time as the utilities and appurtenances have been accepted for the operation and maintenance by the Grantee but not later than November 15, 1988 T . ? RECORD AT REIGUEST O Cr THE CITY CLERK WAL BLOC. l GILL AVE. SO. WA 98055 UE#2-1 i Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of constructing, maintaining, repairing, altering or , reconstructing said utilities, or making any connections -therewith, 1 <; without incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said utilities shall be accomplished ip such a manner that the private improvements existing in the rights)-of-way shall not be disturbed or damaged, they will be replaced in as good' a condition as the were immediately before tile on y the e Granteeye property was entered u b . The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not 'inrerfere with installation and maintenance of the utilities. However, the grantor shall not erect buildings or structures over, under or across the right-of-way during the existence of such utilities . Reflection- pools and appurtenant structures will be allowed in and over the easement, and will not be considered a violation of this section. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successors, heirs and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right tq execute this agreement. THE BOEING COMPANY, Acting through its division BOEING COMMERCIAL AIRPLANES .0 . 0 J.J. Nelson, Director of r Facili.ties and Services 0y` CORPORATE FORM: C7 STATE OF WASIIINGTON ) SS COUNTY OF KING On this )' �T� day ofPT►z�M>if2_ 19 gg before me-, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn personally appeared J.J. Nelson to me known to be the Director of Facilities and Services of Boeing Commercial Airplanes the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. WITNESS try hand and official seal hereto affixed the day and year in this certificate above written. Notary Public in and for the State of -t�ASHrnx�?ot-a , residing at My commiss.i-on expires : P Page 2 of 2 11 fl':'se.'.>.. ' CITY OF RENTON "LL Planning/Building/Public Works Department Earl Clymer, Mayor Lynn Guttmann,Administrator April 22, 1992 Gary OstleP R 6231992 Kenworth Renton Facility Construction Manager ellle Box ue 518 Bev WA 98009 "ITY OF RENTON "=.veering Der% SUBJECT: PACCAR 72-Inch Storm Drain Extension, South End Portion Dear Mr. Ostle: We have completed our review of the plan drawings for the 72-inch storm drain extension, south end portion. We take no exception to these design drawings. Please submit the mylar drawings for the City's signature. Also, please submit an itemized cost estimate for the construction of this pipeline, with a separate cost breakdown for the portion of this line within City of Renton right-of-way. A permit bond will be required for the dollar amount of the work in the right-of-way. We would also appreciate receiving in letter form any agreement or working understanding you may have with Boeing concerning their approval of this construction through their parking lot. Upon receipt of this information, we will set up a preconstruction meeting with you in preparation for issuance of the construction permit. Thank you. Sincerely, Gregg Zimmerman, P.E. Plan Review Supervisor Development Services Division cc: Randall Parsons Bill Stalzer GAZ170mjp 200 Mill Avenue South - Renton, Washington 98055 UTILITIES COMMITTEE R PIORT FO)�0ME0 April 20, 1992 AGREEMENT BETWEEN PACCAR INC. AND THE CITY OF RENTON TO SHARE THE COST OF CONSTRUCTING THE GARDEN AVENUE STORM DRAIN LINE AND RELATED IMPROVEMENTS NORTH OF PARK AVENUE (Referred March 23, 1992) The Utilities Committee recommends concurrence in the staff recommendation to approve the agreement with PACCAR Inc. to share the cost of constructing the Garden Avenue storm drain line and related improvements north of Park Avenue. PACCAR Inc. will pay 65% and the City of Renton will pay 35% of the total cost to design and construct the Garden Avenue storm drain line solution. PACCAR Inc. will pay 100% of the total design and construction costs with the City reimbursing PACCAR Inc. for its 35% share by foregoing Special Utility Connection Charge (SUCC) fees, up to an amount equal to 35% of the actual project cost. The amount of the Special Utility Connection Charge shall be applied to portion(s) of the PACCAR property which shall be segregated in conformance with City Ordinance No. 4321 . This cost-sharing arrangement is valid only so long as the total cost of the project does not exceed 1 .5 million dollars. In the event project costs exceed 1 .5 million dollars, the City of Renton and PACCAR Inc. will re-negotiate the above arrangement. In no event shall the City's 35% share of total project costs exceed the total amount of sewer and water SUCC fees due to the City from PACCAR for that portion of the PACCAR property in Renton on which SUCC fees have not been paid. The Committee recommends that the Mayor and City Clerk be authorized to execute the agreement, as approved by the City Attorney, between PACCAR Inc. and the City of Renton,. J se Tanner, Chair Bob Edwards, Vice Chair v � Timothy J. S li er, Member UCRPACR/GZ:lt cc: Lynn Guttmann David Christensen Jim Hanson Arlene Haight Ron Olsen Gregg Zimmerman Randall Parsons Bill Stelzer CITY OF RENTON COUNCIL AGENDA BILL AI : Submitting Data: Planning/Building/Public Works For Agenda of: Dept/Div/Board.. Administration Division March 23, 1992 Staff Contact..... Lynn Guttmann Agenda Status Consent.............. X Subject: Public Hearing... jPACCAR Truck Manufacturing Facility Correspondence.. i Ordinance........... Resolution........... Old Business....... Exhibits: New Business...... Study Sessions.... Information......... i" Recommended Action: Approvals: Refer to Utilities Committee Legal Dept......... Finance Dept..... Other............... I. Fiscal Impact: i Expenditure Required... Transfer/Amendment....... J' Amount Budgeted....... Revenue Generated....... 1 I' I' Summary of Action: PACCAR Inc. will pay 65% and City of Renton will pay 35% of the total cost to design and construct the l Garden Avenue storm drain line solution. PACCAR Inc. will pay 100% of the total design and construction costs with the City reimbursing PACCAR 1 Inc. for its 35% share by foregoing Special Utility Connection Charge (SUCC) fees, up to an amount equal to 35% of the actual project cost. I This cost-sharing arrangement is valid only so long as the total cost of the project does not exceed 1.5 million dollars. In the event project costs exceed 1 .5 million dollars, the City of Renton and PACCAR Inc. will re-negotiate the above arrangement. In no event shall the City's 35% share of total project costs exceed the total amount of sewer and water SUCC fees due to the City from PACCAR for that portion of the PACCAR property in Renton on which SUCC fees have not been paid. Staff Recommendation: Recommend Council concur in an agreement between PACCAR and City of Renton to mutually share the cost of completing a 72-inch drain line in Garden Avenue and related improvements north of Park Avenue. D:92-198:LAG:ps PAC_SUCC.XLS PACCAR Property Segregation for SUCC Fee Payment Parcel No. Area Water Sewer Water Sewer Rate Rate SUCC Fee SUCC Fee Total Area 4,299,054 A 283,532 Paid Paid A-1 19,452 0.126 0.063 $2,450.95 $1,225.48 B 390,566 0.126 0.063 $49,211.32 $24,605.66 B-1 36,993 0.126 0.063 $4,661.12 $2,330.56 C 457,268 Paid Paid D 70,902 Paid Paid E 50,383 Paid Paid F 1,656,070 0.126 0.063 $208,664.82 $104,332.41 G 95,426 0.126 0.063 $12,023.68 $6,011.84 H 1,238,462 0.126 0.063 $156,046.21 $78,023.11 SUCC Fees Under Current Schedule $433,058.09 $216,529.05 Page 1 RECEIVED 31 5_19'�- PUBLIC WORKS DEPT. CITY OF RL`NTON PSI=fit Inc March 4 , 1992 FAX to: 206-235-2541 Ms. Lynn Guttmann Administrator City of Renton 200 Mill Avenue South Renton, Washington 98055 Re: Kenworth Renton Truck Plant Subject: Garden Avenue Storm Drain Line Dear Lynn: Thank you for your letter of March 3 concerning the City' s cost sharing proposal for the Garden Avenue storm drain line improve- ment. I have been authorized by PACCAR senior management to accept the City's proposal. We request that this matter be docketed for the Renton City Council ' s review and approval as soon as possible. As you know, design of this improvement is ongoing. We have just submitted permit drawings to the City for approval for the portion of this improvement located adjacent to Garden Avenue to the east and running north/south in the Boeing parking lot. The design for the portion of this improvement north of Park Avenue is still being analyzed by the City and PACCAR and we hope to agree to a final design within thirty days. As soon as the complete design is finalized and definitive construction cost estimates are available, I suggest we review the project's status in conjunction with our cost sharing agreement to confirm both parties are in full agreement before PACCAR proceeds with construction of any portion of the improvement. Thank you for your attention to this matter. As we move into the construction phase of the Kenworth Renton plant, we want to main- tain the same spirit of cooperation we have experienced during the design and permitting phase. Very truly yours, Richard E. Bangert, II Director, Real Property -Resources RE:hs cc: P. E. Gladfelter H. E. Kiefer J. C. McRae P.O. Box 1518 Bellevue,Washington 98009 Telephone(206)455-7400 Business Center Building 777-106th Avenue N.E. Bellevue,Washington 98004 Facsimile 206-453-4900 A 4%R CITY OF RENTON "u Planning/Building/Public Works Department Earl Clymer, Mayor Lynn Guttmann,Administrator March 3, 1992 Richard E. Bangert, III Director of Real Property Resources PACCAR Inc. P.O. Box 1518 Bellevue, WA 98009 Dear Dick: As you know, staff of the City of Renton and PACCAR, as well as independent consultants for both parties, have been reviewing the design and financial issues related to the completion of the 72-inch storm drain line in Garden Avenue and related improvements north of Park Avenue which will both serve the PACCAR truck plant project and relieve the current overloading of the existing storm drainage system in the area. All parties involved agree that the sizing of the pipe and its location will be a benefit to the City of Renton, the proposed Kenworth truck plant, and to other businesses in the area. Therefore, we believe that it would be equitable for both the City and PACCAR Inc. to share in the cost of the design and construction of this drainage facility. In the meeting of February 28th between representatives of PACCAR and the City of Renton, we mutually agreed to share the cost of completing the 72-inch drain line in Garden Avenue and related improvements north of Park Avenue on the following basis: 1 . PACCAR Inc. will pay 65% and the City of Renton will pay 35% of the total cost to design and construct the Garden Avenue storm drain line solution. 2. PACCAR Inc. will pay 100% of the total design and construction costs with the City reimbursing PACCAR Inc. for its 35% share by foregoing the sewer and water SUCC fees, up to an amount equal to 35% of the actual project costs. 3. This cost-sharing arrangement is valid only so long as the total cost of the project does not exceed 1 .5 million dollars. In the event project costs exceed 1 .5 million dollars, the City of Renton and PACCAR Inc. will renegotiate the above arrangement. 4. In no event shall the City's 35% share of total project costs exceed the total amount of sewer and water SUCC fees due to the City from PACCAR Inc. for that portion of the PACCAR property in Renton on which SUCC fees have not been paid. It is understood by both parties that the above agreement is contingent upon approval by the Renton City Council and PACCAR senior management. 200 Mill Avenue South - Renton, Washington 98055 t The Mayor and I are in concurrence that your truck plant project has significant economic benefit to the City. However, we cannot obligate the City to the above arrangement, as that is the prerogative of the City Council. If PACCAR approves, in principle, the cost- sharing arrangement outlined above, the Mayor and I will recommend that the City Council approve it. We appreciate all the work and cooperation that has been exhibited by you and your staff. We in the City of Renton hope that by next year at this time a new Kenworth truck plant will be in operation in the City of Renton. Very truly yours, c Ly n uttman PCR-STRM/LAG:RJA:lf cc: Mayor Earl Clymer bcc: Dick Anderson Randall Parsons Priscilla Pierce Bill Stalzer CITY OF RENTON MEMORANDUM DATE: January 31, 1992 TO: Randall Parsons ® gmsyjj� Dave Christensen Abdoul Gafour Clint Morgan Rod Schindler JAN 3 1 j9)92 FROM: Gregg Zimmerman CITY OF REENTON Engineering Dept. SUBJECT: PACCAR 72-inch Storm Drain Extension along Garden Avenue and Beneath Lake Washington Boulevard PACCAR is in the process of designing an extension of the 72-inch storm drain line that runs along Garden Avenue. The north alignment of this proposed line will pass beneath Lake Washington Boulevard as shown on the attached profile. (I have not yet been given a plan drawing to identify exact location of proposed crossing of Lake Washington Blvd. but it is in vicinity of Park-Lake Washington intersection) . The design engineer has identified several design problems in the attached letter and profile drawing. I will attempt to obtain plan drawings of this work, which I will distribute to you when I receive. Meanwhile, I would appreciate it if you would review this information and provide me with your comments by February 5, 1992 , if possible. Thank you. GAZ/tp141 I t ` o January 27, 1992 �, C' Mr. Roger Lohmolder RE: 72 inch Garden Storm Drain Extension PACCAR, Inc. SSOE Job No. 915011-03 P.O. Box 1518 Bellevue, Washington 98009 Dear Roger: In the course of developing the north alignment of the 72 inch Garden Storm Drain Extension, several unusual design conditions_ have been encountered that need to be reviewed and approved by the City of Renton. Attached is a profile of the pipeline showing the unusual conditions. Each condition is identified by a circled number on the profile. The description of each condition is below. 1. The manholes will be of cast in place construction to minimize the cover requirements. We anticipate designing a manhole lid that is 15 inches in thickness. The bottom of the lid will be flush with the top of the interior of the pipe. 12 inches will be used as the minimum distance allowed for the installation of the manhole lid and riser sections. 2. The manhole riser at the edge of the roadway will be exposed within the ditch shown on the design plans for improvements to Lake Washington Boulevard. We suggest that the ditch be moved laterally and the road be slightly raised in this area to accommodate the riser. The rim elevation of the riser would be at elevation 25.08. 3. Where the pipeline crosses over the 96" METRO sanitary sewer, we propose a special cast in place structure that will avoid additional loading on the METRO line. This structure will span over the sewer with only a 6 inch grade slab bearing directly on the sewer. 6 inches of clearance will be provided between the bottom of the grade slab and the top of the sewer. We are pursuing the acceptability of this scheme with METRO. 4. Maintaining the clearance to the METRO sanitary sewer sets a pipe invert elevation at manhole three (elevation 16.72) that is higher than the invert at the existing manhole (elevation 16.30). To minimize the effect of the step required, the slope between the existing manhole is suggested to be 0.1% which gives a step of .52 feet at the existing manhole. The slope is less than what is normally allowed by the King County Surface Water Design Manual (KCSWDM). In our opinion the step is acceptable because low flows can utilize the existing 54 inch storm drain that enters pond 1. v,,^E �;C:. E�1C-ENE <S ��CHITE�TS . ,r =��, i%�rrc �� =?� • 2C6-%-q2 -2::C • =ax 2C6-827-84�2 Mr. Roger Lohmolder PACCAR, Inc. January 27, 1992 Page 2 5. Manhole 2 is provided to allow an existing sanitary sewer to pass through the pipeline alignment. The sanitary sewer will pass through the manhole in a steel pipe sleeve to protect the storm drain in the event of a sanitary leak. The sleeve will be sized to structurally support the line and will be asphaltic coated on the outside. The annular space between the two lines will be filled with sand. 6. The water lines are shown to be relocated below the new storm drain. They could be located above the pipe if the usual depth of burial requirements of the City of Renton were waived. Please ask the City of Renton to review these conditions and approve the suggested design solutions. Review and approval by the City before a formal permit application will expedite the design and construction of the 72 inch Carden Storm Drain Extension. If there are any questions please call. Sincerely, SSOE, INC. -@,t Steve Wittmann-Todd, P.E. SWT:ed 1.\wp\info\paccar\I e I trr-j\e915M I.M& ti Title 7Z C��120'�—� Sheet No. l of By l S/ l 9 Chk. l I Job No. DSO//-0 3 SSOE, Inc. 3015 1121h Avenue, N.E., Suite 101 Bellevue, Washington 98004 Fait 20"27-8412 201i-827-2950 I 3 °1) 9wC) t11 V) a I � i i goo Z iOF �- Ui - cJ w z�•9� _�. aJ - cJ cV Cv � cJ --i°�--g MEMORANDUM DATE: January 15, 1992 TO: Roger Lohmolder FROM: Steve Wittmann-Todd RE: Kenworth Truck Plant Storm Water Review Comments SSOE Job No. 915011 Storm water review comments 14 and 20 need to be resolved immediately to allow the construction of the new truck plant. The text of the comments and our response to each follows. Comment 14: SD 17,SD 18 include pump system in drainage drawings. A storm water variance is required for pumping storm water. Why is pump required? Is this a roof drain line or something else? Use gravity flow system if possible. Response: This line conveys roof drainage from the manufacturing building. A small sump pump was originally included as a system to drain a sump and not to convey storm water. The pump will be omitted from the project. The sump will be drained only as required for maintenance. It is important to note that this manhole is an unusual condition. Due to the size of the manufacturing building the roof drain line exits the building at a low elevation. Subsequent to the plans reviewed, the roof drainage was redesigned to be conveyed through a biofiltration swale to improve water quality. To accommodate release into the biofiltration swale while allowing the detention pond to drain by gravity, the outlet line from the manhole exits at a higher elevation than the roof drain inlet. Water will be forced to back up in the underfloor roof drain lines. In summary, at the roof drain connections on the north side of the manufacturing building the outlet pipe is higher than the inlet pipe. This technical solution is used to allow the roof drainage to pass through biofiltration to improve water quality while still enabling the detention pond to drain by gravity. A side benefit is reduced handling of potentially contaminated soils and groundwater. Comment 20: SD 18, SD 20,Truck dock drainage- Include drainage plans in drainage drawings. If possible, delete pumps and use gravity lines instead. Storm water pumping requires storm water variance. Response: The details of the trench drains that are part of the truck well are included in the structural drawings of the truck well structures. Grate and invert elevations will be shown on the drainage plans. Pumps are used to drain the truck wells to allow the detention pond to drain by gravity. If the detention pond were not lowered and passive drains provided to the truck wells, water would flow backwards and collect in the north trick wells during storms. The south east truck well would still require a pump. Tile other alternative is to lower the detention pond which would require pumping from the detention pond. The use of truck well pumps is desirable when compared to either of these alternatives. SSOE, INC. • 3015 112TH AVENUE N.E. SUITE 101 • BELLEVUE, WASHINGTON 98004 Memorandum Roger Lohmolder January 15, 1992 Page 2 It is instructive to examine the consequences if no drainage system were provided for the truck wells. Over the course of a rainy season the truck well would contain water to the level of the truck well entrance. Once the accumulated water exceeded this level the water would flow overland to the nearest trench drain. The consequences of no drainage would impact only the owner of the truck well. The impact to the owner would be in the form of limited access to the truck well as opposed to any physical damage to the truck well or even the truck trailers. Viewed in this light, pumping the water from the truck well is for the owner's convenience and not for the protection of other properties. Returning to the actual situation, the truck wells served by the pumps are small and water would be fully contained within the truck well in the event of a pump failure. As would happen in the "no drainage" possibility, all of the consequences of a pump failure would be borne by the owner of the truck well. I Reading between the lines of the King County Surface Water Design Manual (KCSWDM) the use of pumps is limited because of the potential property damages caused by the failure of a pump system. This interpretation is based upon the requirements for duplex pumps, alarms, water storage areas and maintenance contained in the code. As mentioned above, the potential consequences of a truck well pump failure are operational as opposed to physical. Hence, the use of pumps at the truck wells is an issue of the owner's convenience as opposed to the protection of property. In summary, the use of pumps for the truck wells allows the detention pond to drain by gravity with no risk beyond the loss of use in the event of a pump failure. It is our opinion that using pumps is the proper technical solution for this drainage problem and is within the intent of the KCSWDM. SWT:ed 1:\wp\info\paccar\memo\pad-15 SSOE, INC. • 3015 112TH AVENUE N.E. SUITE 101 • BELLEVUE, WASHINGTON 98004 INT�ROr17ICP COMMUNICATION CORPORATE REAL PROPERTY MANAGEMENT December 9, 1991 TO: File FROM: P. E. Gladfelter SUBJECT: Kenworth Renton Project; Matters Concerning Burlington Northern Railroad Properties Today, the following met with BNRR representatives to discuss pending matters of interest: Mike Cowles and Jim Morgan, BNRR; R. Lohmolder, B. T. Nelson and PEG, PACCAR; Steve Kurtzman, Nick Kissoff and Steve Whitman-Todd, SSOE. ,. 1 . We first discussed upgrades to the Houser Way N. crossing next to the PACCAR Parts Office Building. Jim Morgan indicated a lead time of 120 days to order materials for rubberized crossing surfaces. Accordingly PACCAR should apply to BN (make letter application and pay the crossing upgrade costs) by early April 1992, in order to ensure completion of the crossing upgrade by late summer, after the heavy construction traffic for the Kenworth plant is finished. PACCAR has decided to use a rubberized crossing surface. Jim Morgan stressed that the contractor should pave parallel to, and not perpendicular to, the rubber surface - hence we concluded to let the Railroad do the paving on its property. B. T. Nelson is following this item. 2. We next explained that the proposed Puget Power substation at 8th and Houser would not require any of the adjoining BN right-of-way in order to make the substation work, as Puget Power has come up with a very compact design. I 3. The discussion then turned to the duct bank permit/easement requirements to conduct power lines from the Puget Power substation onto the PACCAR property. Jim Morgan noted it will take from one to four months to obtain this easement and we should factor that into our scheduling. He asked that the legal description for the easement recognize the BN coordinates (engineering stations) in the vicinity of 8th and Houser so that BN can reference these in the legal description. BN refers to a milepost and survey station in every one of its legal descriptions. Jim thought referring to this as Houser Way North and North 8th Street would be very helpful . Also, when we make application for the permit (easement) (form previously provided) we should enclose a sketch. Again, since the easement is required in 1 CAT. NO. 4487 File December 10, 1991 Page 2 order to do the installation work, we should apply for the easement in early April at the latest, and March would be even better. Jim Morgan indicated that the legal description could be approximate (say within a foot) . Gladfelter has asked Puget Power to prepare a written spec describing the duct bank installations; the attached BN application form indicates the data desired by the Railroad (copy attached for Puget Power reference) . SSOE should prepare a drawing showing the easement area, with legal description. 4. We then discussed drainage requirements over BN right-of-way in the vicinity of Shuffleton Power Plant. Roger Lohmolder explained that the current plan is to conduct City drainage from the manhole now in place near the intersection of Lake Washington Blvd. and Garden Avenue North, under the BN spur trestle next to the Shuffleton plant, and thence through existing ditches to the Coulon Park drainage system. Jim Morgan asked to study the plans when they are developed, noting that his supervisor will review them as well and used to be in the Railroad' s Bridge Department. The City as holder of the drainage rights, should obtain a permit from the Railroad. Maybe an easement would be in order. The City should be referred to him (Jim Morgan) as the person to whom to make application, initially for a "right-of-way occupancy document. " I obtained the paperwork to apply for this and attach it (see also further discussion below, under easements) . If an easement turns out to be essential , the applicant will have to deal with Larry Seyda in BN Property Management. Allow three to four months for this paperwork and count on beginning this process in February (also see below regarding PEG' s discussion with Larry Seyda) . 5. Discussion then shifted to the bike trail and pedestrian path crossing the BN tracks at grade on North 8th Street. Roger Lohmolder explained this scheme, which will require enlargement of the existing grade crossing. Also, signal actuation coordination is required between BN tracks and the new street traffic signal at the plant entrance. Mike Cowles indicated the Roadmaster decides on whether to replace or modify the existing crossing (we explained it is in very good condition) . He commented that BN plans to signalize two new track crossings at the north end of Houser Way (in connection with the City realignment of Houser) with gates and full signalization, due to traffic volumes and poor visibility. This is a BN decision, which gets approved by the WUTC (this takes time - three months were mentioned) . The Railroad is doing this for liability concerns; it takes into account the number of train trips and vehicle trips per day. The party requesting the signals (in this case, the City) pays for the construction and annual maintenance costs of the signal . The average crossing signal might cost between $60,000 and $100,000 to install and $3,000-$4,500 a year to maintain. At this point, Mike Cowles said he wants a letter from the City - what does the City want of Burlington Northern at this 8th Street crossing - with a conceptual plan for crossing improvements and signalization requirements . He File December 10, 1991 Page 3 also wants to see the traffic counts and trip generation studies made to date. I relayed this to Mel Wilson later in the day and also to TDA, as these data should accompany any letter from the City. Once the Railroad decides what it wants to do, which will take 30-60 days, it then prepares an agreement for the crossing improvementsand a petition to WUTC (another 30-60 days) respecting any crossing improvements. There is an average of three months' delay for WUTC approval . Then the City issues a letter approving construction and the Railroad orders materials (up to six months) . The total time elapsed in constructing crossing improvements and signalization could run from a year to a year and a half. However, all of this, at least at the permitting and agreement level , is between the City and the Railroad, and PACCAR is not directly involved. After the meeting Roger Lohmolder indicated to me that an additional matter must be included in the BN permits or easements for signalization - a cable line under the RR having connecting signal "loops" on either side of the track. In order to expedite this, the City should get in touch with the Railroad as soon as possible. Mike Cowles is the coordinator for the Railroad. The City's application should cover not only the signalization issues, but the other improvements to the crossing (bike trail , pedestrian path, etc. ) . 6. After this meeting concluded, I went to visit Larry Seyda of the BN Traffic Property Management Section to discuss easement requirements for City drainage rights under the BN trestle. Mike Cowles previously referred me to Rita Shaw in the Permit Clerk's Office to get forms of application for a Right-of-Way Occupancy Permit. These I obtained, and they are attached. The same forms would be used to apply for an easement, and the request would receive the same review whether an; occupancy permit or easement were requested. Actually, they should be submitted to Jim Morgan, and if an easement is requested, then he will refer them to Larry Seyda. Larry then mentioned that a particular concern for the Railroad in granting any easement is avoidance of "SWIM" bills (surface water management billings) . Apparently these are handled by the City of Renton Utilities Department. He felt that this must necessarily be clarified before the Railroad grants any permits to the City - that the applicant (City) will have to prove to BN that the City will not assess the Railroad for City drainage fees when the Railroad in turn gave the City an easement for drainage. The "Valley" is a particular problem and these assessment costs add up. I suggested that not only might the easement contain a waiver as protection against the assessment of such charges (where Railroad property is used for City drainage) but maybe the City's assessment card can also be noted to exempt this particular property. This matter has to be investigated further, but it is clear the Railroad will follow up on this concern. File December 10, 1991 Page 4 7. To summarize, the City should file applications with the Railroad for crossing improvements and signal coordination as soon as practicable. PACCAR should file the appropriate papers for improvements to the Houser Way private crossing and duct bank easements from the substation by March 1992 if not earlier. Puget Power and SSOE should support the latter effort by preparing a descriptive specification and drawing for the duct banks to be installed. The City should pursue filing an application for drainage rights over BN property in the vicinity of Shuffleton at its early convenience and be prepared to deal with the SWIM assessment issue to the Railroad's satisfaction. Q.ckb Enclosures: Right-of-Way Occupancy Permit/Easement Application Form Duct Bank Easement Application Form (Pole and Wire Occupancy Form) cc: G. T. Ostle (w/enc. ) R. E. Bangert II B. T. Nelson (w/enc. ) SSOE (w/enc. ) Whitman-Todd/Kurtzman/Kissoff R. Lohmolder (w/enc. ) M. Wilson/C. Hamilton (w/enc. ) W. Stalzer (w/enc. ) Kim Lane (PSPL) (w/enc. ) Sarah Mack TDA R. Anderson/R. Parsons (w/enc. ) J. Morgan M. Cowles L. Seyda S. Merryman (Dodds Eng. ) A" BURLINGTON NORTHERN RAILROAD 2000 First Interstate Center 999 Third Avenue PACIFIC DIVISION Seattle WA 98 1 04-1 1 05 Permit Department Phone (206)467-3298 Rita Shaw Fax (206)467-3471 Dear Applicant: 1.991 Attached is an application for your completion, per request. Each file must be accompanied by two COMPLETE sets of EVERYTHING: APPLICATION, designs, and prints clearly indicating measurements frnm permanent type railroad facility, i .e. , crossing, bridge, milepost. Should location involve a ' public' street and/or on franchised property, please so note on application. ALL METRIC CALCULATIONS MUST BE CONVERTED TO INCHES AND FEET. ALSO: All prints must be folded to 82 X 11 Size. Furnish us with section, township, and range involved. Be certain full name and/or names of owner of property, to be shown on the PERMIT AGREEMENT, (or Party who will be responsible for the facility and/or PiRelin�e) , Address, including City, State, Zip Code, Telephone number, DATE and SIGNATUREis shown on the application. If this application is for a transfer of existing facility, please indicate same on application, along with the original PERMIT NUMBER, and include letter of relinquishment from former owner (Permittee) , and date of sale to you. Pipe Line applications should note Item 8 and Item 9 of application. Also, when terrain, etc. , dictates variance - PLEASE REVIEW REVERSE SIDE OF THE APPLICATION CAREFULLY, IN PREPARING YOUR DESIGNS FOR REVIEW. t may be necessary to return your application for additional information. Questions pertaining to specifications and designs of facilities you plan to install may be confirmed by our Engineering Department at 206-467-3298, Jim Morgan, Project Engineer. After Engineer' s review is completed, if approved, you will be asked to sign a formal PERMIT AGREEMENT, submitting the permit charge/or rental , before use of and/or installation of facility is permitted and legal . The Permit Fee is not requested until the Permit is ready to Execute. Permits may take up to 90 days for final completion. Your truly, Rita Shaw Permit Department Attachments APPLICATION BURUNGTON NORTHERN FILE: hot RAILROAD APPLICATION FOR PERMIT OF SITE PLEASE USE TYPEWRITER ORPRINTLEGIBLY To BE FILLED OUT BY APPLICANT 1. APPLICANT'S TELEPHONE NUMBERS(INCLUDING AREA CODE)HOME/OFFICE. HOME: OFFICE: 1. IN OR NEAR WHAT COMMUNITY IS SITE LOCATED? COUNTY STATE 3. EXACT LEGAL NAME AND ADDRESS OF APPLICANT(ALSO INCLUDE BILLING ADDRESS,IF NOT THE SAME): 4. IF APPLICANT IS A CORP9RATION.IN WHAT STATE LEGALLY INCORPORATE07 IF AN INDIVIDUAL.UNDER WHAT FIRM NAME IS BUSINESS CONDUCTED? IF PARTNERSHIP,GIVE NAMES OF ALL PARTNERS. S. PRECISELY WHAT PROPERTY IS REQUIRED? (ATTACH A SKETCH TO SHOW SITE.INCLUDING DIMENSIONS): 6. SPECIFY WHAT USE WILL BE MADE OF SITE: 7. LIST ALL BUILDINGS OR STRUCTURES PRESENTLY ON SITE: 8. LIST AND DESCRIBE ANY BUILDINGS OR STRUCTURES TO BE ERECTED ON SITE AND ESTIMATED COST: 9. APPLICANT REQUESTS OCCUPANCY ON: (MONTH,DAY,YEAR) 10. DOES APPLICANT HAVE OTHER PROPERTY AT THIS LOCATION UNDER LEASE? (IF YES,SPECIFY LEASE NO.) ❑ YES ❑ NO 13. ARE THERE ANY SPECIAL PROBLEMS TO BE CONSIDERED? SIGNATURE: DATE: Applicant • • APPLICATION BURLINfTON NORTHERN F I L E RAILROAD APPLICATION FOR PERMIT OF SITE PLEASE USE TYPEWRITER OR PRINT LEGIBLY.TO BE FILLED OUT BY APPLICANT 1. APPLICANT'S TELEPHONE NUMBERS INNCLUOING AREA CODE)HOME/OFFICE. HOME: OFFICE: 2. IN OR NEAR WHAT COMMUNITY IS SITE LOCATED? COUNTY STATE 3. EXACT LEGAL NAME AND ADDRESS OF APPLICANT(ALSO INCLUDE BILLING ADDRESS.IF NOT THE SAME): 4. IF APPLICANT IS A CORPORATION,IN WHAT STATE LEGALLY INCORPORATED? IF AN INDIVIDUAL.UNDER WHAT FIRM NAME IS BUSINESS CONDUCTED? IF PARTNERSHIP,GIVE NAMES OF ALL PARTNERS: S. PRECISELY WHAT PROPERTY IS REQUIRED? (ATTACH A SKETCH TO SHOW SITE.INCLUDING DIMENSIONS): 6. SPECIFY WHAT USE WILL BE MADE OF SITE: 1. LIST ALL BUILDINGS OR STRUCTURES PRESENTLY ON SITE: 9. LIST AND DESCRIBE ANY BUILDINGS OR STRUCTURES TO BE ERECTED ON SITE AND ESTIMATED COST. 9. APPLICANT REQUESTS OCCUPANCY ON: (MONTH,DAY,YEAR) 10. DOES APPLICANT HAVE OTHER PROPERTY AT THIS LOCATION UNDER LEASE? (IF YES.SPECIFY LEASE NO.) ❑ YES ❑ NO 13. ARE THERE ANY SPECLAL PROBLEMS TO BE CONSIDERED? SIGNATURE: DATE: Applicant APPLICATION FOR POLE AND WIRE OCCUPANCY AWqBURLINGTON A&MONORTHERN TELEPHONE NUMBER: STATION OR TOWN AND STATE NAME AND ADDRESS OF APPLICANT DATE MP AND PLUS ❑ CORPORATION—In what state incorporated ❑ INDIVIDUAL—Under what firm name is business conducted ❑ PARTNER SHIP—Give names of all partners UNDERGROUND CROSSING DATA NO.OF CABLES TYPE DEPTH BELOW TIE VOLTAGE TYPE OF PROTECTION AND SIZE OVERHEAD POWER CROSSING DATA NO. OF CIRCUITS VOLTAGE LOAD CURRENT FREQ INITIAL: WIRE CLEARANCE OVER RAILS VOLTAGE LOAD CURRENT FREQ ANTICIPATED FUTURE: NO. MATERIAL SIZE CONDUCTORS: INCHES TEMPERATURE INCHES TEMPERATURE STRINGING SAG: FINAL UNLOADED SAG: OVERHEAD COMMUNICATION LINE AND CABLE CROSSING DATA CLEARANCE OVER RAILS NO.OF WIRES SIZE MATERIAL WIRES: STRINGING INCHES TEMPERATURE TYPE MATERIAL SAG: INSULATORS: SHEATH MATERIAL NO. OF PAIRS GAUGE OUTSIDE DIAMETER WEIGHT LB/FT. CABLE: CABLE SUSPENSION STRAND:rIZE MATERIAL HOW IS CABLE ATTACHED IF BY RINGS,SPACING INCHES APPLICANT BY TITLE DATE REVIEWER'S REMARKS: -7 DIVISION SUPERINTENDENT ASSISTANT DIRECTOR-COMMUNICATIONS REGIONAL MANAGER - ENGINEERING DIRECTOR SIGNAL ENGINEERING ASSISTANT VICE PRESIDENT -OPERATIONS ASSISTANT VICE PRESIDENT - ENGINEERING APPLICATION FOR POLE AND WIRE OCCUPANCY AgN9BURUNGTON NORTHERN TELEPHONE NUMBER: STATION OR TOWN AND STATE NAME AND ADDRESS OF APPLICANT DATE MP AND PLUS ❑ CORPORATION—In what state incorporated ❑ INDIVIDUAL—Under what firm name is business conducted ❑ PARTNER SHIP—Give names of all partners UNDERGROUND CROSSING DATA NO. OF CABLES TYPE DEPTH BELOW TIE VOLTAGE TYPE OF PROTECTION AND SIZE OVERHEAD POWER CROSSING DATA NO. OF CIRCUITS VOLTAGE LOAD CURRENT FREQ INITIAL: WIRE CLEARANCE OVER RAILS VOLTAGE LOAD CURRENT FREQ ANTICIPATED FUTURE: NO. MATERIAL SIZE CONDUCTORS: INCHES TEMPERATURE INCHES TEMPERATURE STRINGING SAG: FINAL UNLOADED SAG: OVERHEAD COMMUNICATION LINE AND CABLE CROSSING DATA CLEARANCE OVER RAILS NO. OF WIRES SIZE MATERIAL WIRES: 1 STRINGING JINCHES TEMPERATURE INSULATORS: TYPE MATERIAL SAG: SHEATH MATERIAL NO. OF PAIRS GAUGE OUTSIDE DIAMETER WEIGHT LB/FT. CABLE: SIZE MATERIAL CABLE SUSPENSION STRAND: HOW IS CABLE ATTACHED IF BY RINGS,SPACING INCHES APPLICANT BY (TITLE DATE REVIEWER'S REMARKS: DIVISION SUPERINTENDENT ASSISTANT DIRECTOR-COMMUNICATIONS REGIONAL MANAGER - ENGINEERING DIRECTOR SIGNAL ENGINEERING ASSISTANT VICE PRESIDENT - OPERATIONS ASSISTANT VICE PRESIDENT -ENGINEERING H. JAMES MORGAN (JIM) Project Manager Mwe BURLINGTON NORTHERN RAILROAD 2000 First Interstate Center 999 Third Avenue Seattle, Washington 98104-1105 206-467-3298 JOHN M.COWLES(MIKE) Ott Engineer Public Works BURLINGTON NORTHERN RAILROAD 2000 First Interstate Center 999 Third Avenue Seattle,Washington 98104-1105 206-467-3284 ReEl FIT E. LIJGKL=� Permit Clerk 13URUNGMN NORTHERN RAILROAD 2000 First Interstate Center 999 Third Avenue Seattle, Washington 98104-1105 Phone 206-467-3289 Stephen J. Kurtzman, P.E. AssoGate Manager-Elecmcol SSOE, INC. ENGINEERS ARCHITECTS 3015 112th Avenue N.E. Suite 101 Bellevue,Washington 98004 206-827-2950 Fax 206-827-8412 NICHOLAS V. KISSOFF, P.E., PH.D. CIVIL ENGINEER SSOE. INC. ENGINEERS,ARCHITECTS. PLANNERS 1001 MADISON AVENUE TOLEDO.OHIO 43624 419-255-3830 TELEX 28-6064 FAX 419-255-6101