TagConstruction(149)

Port of Seattle SEPA addendum (POS SEPA No. 01-05, AR 049967) dated March 6, 2001, for the Seattle-Tacoma International Airport North Electric Service Upgrade project. Documents a revised proposal for the North Main Service Point site location and 12.5 kV cable route connecting to the Bow Lake Substation via International Boulevard near South 176th Street.

In a March 2001 email exchange, Paul Fendt responds to Ken Ludwa regarding specific information requests related to TESC (Temporary Erosion and Sediment Control) facilities, calling the level of detail requested 'absurd.' The information requests from Ludwa included clearing limits, tributary areas for ESC facilities, pump sizes, power supply specifications, spill prevention plans, and the expected duration of temporary facilities. The document appears to be part of an administrative record related to construction or environmental control planning at or near Sea-Tac Airport.

Hart Crowser draft geotechnical engineering report (J-4978-28) prepared for HNTB, December 4, 2000, addressing the Third Runway embankment at Seattle-Tacoma International Airport, SeaTac, Washington. Covers embankment fill materials, slope stability analyses, foundation instability, subgrade improvements, liquefaction analysis (175-year and 475-year seismic events), FLAC deformation modeling, MSE walls (North Satellite Area, West, South), Phase 4 fill,

Memorandum dated November 9, 2000 from Barry Chen, P.E. of Hart Crowser to Jim Thomson, P.E. of HNTB (J-4978-30), reviewing RECo’s 30% design for NSA, West, and South MSE (Mechanically Stabilized Earth) walls for the Third Runway Embankment Project at Sea-Tac Airport. Using SLOPE/W limit equilibrium analyses and FLAC displacement-based modeling, Hart Crowser identified marginal

STIA Construction Site Stormwater Monitoring reports dated 10/16/2000 and 10/20/2000, samplers JL/RS and JB/RS. AR017259–AR017261. Documents turbidity and pH measurements at multiple construction sites including Logistics Site Development (unnamed catch basin, Tyee Pond, IWS Lagoon 3), MWS Lagoon 3 Construction treatment facility, Airfield Improvement (construction staging area, SDS-7, SDS-6, SDS3-594), Dobbs Flight Kitchen Remodel (SDE4-611,

STIA Construction Site Stormwater Monitoring reports dated 10/16/00 and 10/20/00, samplers JL/RS and JB/RS. Documents turbidity and pH measurements at multiple Sea-Tac Airport construction sites including Logistics Site Development (Tyee Pond, Des Moines Creek outfall), MWS Lagoon 3 Construction, Airfield Improvement (SDS3-594, SDS-6, SDS-7), Dobbs Flight Kitchen Remodel (SDE4-611, SDE4-607, SDE4-615, SDE4-601, SDE4-602), Booster Pump

Hart Crowser report (J-4978-22) prepared for HNTB, June 2000, analyzing preliminary stability and settlement for subgrade improvements supporting Mechanically Stabilized Earth (MSE) walls at the Sea-Tac Airport Third Runway Project. Covers three MSE wall locations — North Safety Area, West MSE Wall, South MSE Wall — with analysis of subgrade improvement alternatives including overexcavation and

Technical memorandum prepared by HNTB Corporation for the Port of Seattle and Parametrix, Inc. (June 15, 1999) analyzing temporary wetland impacts during Seattle-Tacoma International Airport Third Runway embankment construction. AR 042490. Covers storm water management during construction, temporary fill in wetlands west of runway embankment toe, impacts to Wetland 37 (Miller Creek basin) and Wetland

A March 1999 internal email from Patrick Cagney of the U.S. Army Corps of Engineers discusses potential disposal sites for excavated soil material related to a construction project near Seattle. Three options were identified: the Port of Seattle's third runway project (no tipping fee, hauling costs only), ProCon at 16 miles away (costs ranging from $32–$124 depending on truck size and material wetness), and Sunset at 13 miles away ($1.75 per yard). The email notes that hauling distances would be the primary cost driver across all options.

This January 1998 geotechnical engineering report by AGI Technologies provides design recommendations for Phase 1 embankment construction related to the Third Runway Project at Seattle-Tacoma International Airport. The report covers site conditions including subsurface soil layers and groundwater, as well as design concepts addressing embankment stability, settlement, and drainage. It was prepared for HNTB Corporation as part of the engineering groundwork for the airport's runway expansion.