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HomeMy WebLinkAboutAppendices-all ûìì÷îøóä  ùÍÏÏ×ÎÈÉÛÎØê×ÉÌÍÎÉ×ÉÈÍÈÔ×øÊÛÖÈ÷óê ùÍÏÏ×ÎÈð×ÈÈ×Êû ùÍÏÏ×ÎÈð×ÈÈ×Êû       ùÍÏÏ×ÎÈð×ÈÈ×Êû ùÍÏÏ×ÎÈð×ÈÈ×Êìû Jonathan M. Bergschneider SloughEstatesUSAInc. Senior Vice President – Development 400 Oyster Point Boulevard, Suite 409 South San Francisco, California 94080 Tel. +1 650 875.1002 Fax. +1 650 875.1003 www.sloughestates.com VIA EMAIL AND US MAIL May 31, 2007 Ms. Susy Kalkin Principal Planner CSSF ITY OF OUTHANRANCISCO PD LANNINGIVISION 315 Maple Avenue South San Francisco, 94080 R: FCPRDEIR EORMALOMMENTS TO THE UBLICEVIEWRAFT 494FA,SSF,C ORBESVENUEOUTHANRANCISCOALIFORNIA Ms. Kalkin: On behalf of the applicant, Slough Forbes, LLC, please find below formalcomments to the Draft Environmental Impact Report (EIR) for 494 Forbes Office/R&D Project. Mitigation Measure 4.2 – 1 Construction Emissions: With regards to suspension of excavation and grading activities when sustained winds exceed 25 mph, please clarify the term “sustained”. 4.3 – 3 Erosion Control Plan: The mitigation measure states that the erosion control plan shallinclude “sediment basin design calculations.” The obligation is to conform to ABAG while leaving incorporation of specific erosion control measures up to the engineer. We request the phrase “with sediment basin design calculations” be removed from the mitigation measure description. 4.4 – 4 TEC Monitoring Well: We will continue to provide TEC Accutite access to the project site to monitor groundwater, provided that the San Mateo County Health Services Agency has not already determined the well may be abandoned. However, we will request that the Cabot property owner, Barthold Stelling Testementary Trust, move the location of the monitoring well as it impedes construction of our parking garage. Head Office: 444 North Michigan Avenue, Suite 3230, Chicago, Illinois 60611 Tel. +1 312 755.0700Fax. +1 312 755.0717 Ms. Susy Kalkin May 18, 2007 Page 2 4.4 – 1 Contaminated Soil or Groundwater: Please confirm that this mitigation measureshould be interpreted to mean that our  project environmental engineer/scientist will determine if any discovered materials pose a significant risk to the public or construction workers so that the project can respond accordingly. 4.5 – 2Oil/Water Separator: The description of this mitigation measure states that an oil/water separator should be installed on site “to remove oils and heavy particulates from stormwater, prior to  draining to the sanitary sewer.” Reference to “sanitary sewer” appears to be a typo, since our site drainage system does not discharge to the sanitary sewer. Please clarify. Was this measure intended for the parking garage? 4.5 – 3Alternative Drainage Solutions: This mitigation measure indicates that alternative drainage solutions shall include ponds. We assume this should be interpreted to mean that “potential alternative  drainage solutions may include… ponds.”The site plan has been approved and currently does not include a pond. Locating a pond on site would adversely affect the City’s existing requirements of open usable green space and a balance between surface parking and the size of the parking structure. 4.5 – 4Rooftop Rainwater Retention: We assume this mitigation measure should be interpreted to mean that trace rooftop and downspout retention should be accounted for in C3.0 calculations. However, if this mitigation contemplates implementing a dedicated rooftop retention facility, or  creating mechanisms to hold back roof rainwater, such schemes are not feasible due to structural and spatial limitations. Rooftop real estate is required for HVAC equipment for both laboratory and office uses. Please revise the mitigation to read “The project applicant may incorporate rooftop or downspout retention…” 4.5 – 6Sump at Truck Docks: Please clarify how the required capacity of the sump is determined. RegisteredOffice 234 Bath Road Slough SL1 4EE Registered Number 167591 England Ms. Susy Kalkin May 18, 2007 Page 3 Transportation and Circulation: General Comments Please explain the considerable discrepancy between trip generation rates used for 494 Forbes (Table 4.8-12) and those used to calculate impacts from the Genentech Campuses (Genentech Corporate Facilities Master EIR, Table 4.7-11). The trip generation rates used for 494 Forbes are double the rates used for AM inbound and PM outbound office use for Genentech. These discrepancies in trip generation rates translate into larger impactsattributed to 494 Forbes at each of the intersections and ramps analyzed compared to the same R&D area from Genentech. As a result, 494  Forbes would be unduly taxed with disproportionately higher fair share costs. Preliminary fair share cost percentages for 494 Forbes are inconsistent with the ratio between its building area and the total future developed area anticipated at year 2015 (Genentech EIR Table 5-1), which should be a conservative comparison given the distribution of anticipated uses. For traffic mitigations requiring a fair share contribution,the applicant’s fair share shall be calculated using the ratio of its incremental increase in trips to the intersection or ramp to the total increase in trips from 2007 to 2015. 4.8 – 2 Fair Share Contributions to Various Traffic Improvements: Although the applicant is only responsible for contributing its fair share towards the cost of these improvements, this mitigation requires that improvements be completed prior to occupancy of the applicant’s buildings. The applicant has no control over when these improvements will actually be constructed and therefore tenancy of its buildings should not be tied to this condition. The applicant requests the mitigation require that the applicant’sfair share contribution be paid prior to the project’s full occupancy. Intersection #1 – Oyster Point Blvd/Dubuque Ave./US101 NB on-ramp Mitigation Measure:Widen WB Oyster Point Blvd. approach to provide a second exclusive right turn lane; OR widen NB Dubuque Ave. approach to provide two exclusive left turn lanes, one through lane and two exclusive right turn lanes. RegisteredOffice 234 Bath Road Slough SL1 4EE Registered Number 167591 England Ms. Susy Kalkin May 18, 2007 Page 4 The Genentech EIR suggests restriping and shifting the concrete median rather than widening Oyster Point Blvd. Why was this not a mitigation option for 494 Forbes? Please confirm that “widening” Oyster PointBlvd consists of restriping to create a second right turn lane, as opposed to widening the elevated deck? Per the trip distribution for the project (Fig. 4.8-9), there are no trips from 494 Forbes assigned to the Dubuque improvement. Please explain how the project is responsible for this mitigation. Intersection #5 – East Grand Ave./Forbes Blvd./Harbor Way Mitigation Measure:Widen EB East Grand Ave. approach to provide an exclusive right turn lane. Per the trip distribution values for the project (Fig. 4.8-9), there are no trips from 494 Forbes assigned to the EB right turn movement. Please explain how the project is responsible for this mitigation measure. Intersection #6 – Airport Blvd./San Mateo Ave./Produce Ave. MitigationMeasure:Reconfigure the Produce Ave. intersection leg to provide third SB departure lane. Please confirm that this mitigation will receive the additional WB Airport left turn lane. Please explain “reconfigure”. Does this include relocation of traffic signals or widening? 4.8 – 3 Traffic Improvements at East Grand and Allerton Avenue: Similar to our comments for 4.8-2, we request this mitigation require that the applicant’s fair share contribution be paid prior to the project’s full occupancy. 4.8 – 5Ramp Improvements: The first and third improvements described in this mitigation measure appear to be the same. Please clarify. RegisteredOffice 234 Bath Road Slough SL1 4EE Registered Number 167591 England Ms. Susy Kalkin May 18, 2007 Page 5 4.8 – 7 Traffic Improvements at Project Frontage: We request this mitigation require that the described improvements be completed  prior to the project’s full occupancy. Secondly, the project’s northerly driveway must maintain access foroutbound traffic as it serves the truck dock to Building B. 4.8 – 8Sidewalks: We request this mitigation measure be modified to eliminate the requirement to  provide a sidewalk along Allerton Avenue, as this is included in the project. The project will add an internal walkway to the Allerton Avenue sidewalk. 4.9 – 1Water Conservation: This mitigation measure is written to prescribe that the project shall implement a gray  water irrigation system. We assume that this was intended to describe that a potential water conservation method could be the use of a gray water irrigation system. Please clarify. Please let me know if you need any clarification on these comments. Thank you. Sincerely, SEUSAI. LOUGHSTATESNC Jonathan M. Bergschneider CC:Tom Gilman, DES Jeff Peterson, Wilsey Ham David Bowden, HDCCo Jeff Marcowitz, Diane Smith, PMA RegisteredOffice 234 Bath Road Slough SL1 4EE Registered Number 167591 England îòðÝÑÓÓÛÒÌÍßÒÜÎÛÍÐÑÒÍÛÍ îòïÚÑÎÓßÌÑÚÝÑÓÓÛÒÌÍßÒÜÎÛÍÐÑÒÍÛÍ Ì¸·­­»½¬·±²°®»­»²¬­®»­°±²­»­¬±¬¸»½±³³»²¬­¬¸¿¬©»®»®»½»·ª»¼±²¬¸»Ü®¿º¬ Û×μ«®·²¹¬¸»®»ª·»©°»®·±¼òλ­°±²­»­¿®»°®±ª·¼»¼º±®¬¸±­»½±³³»²¬­¬¸¿¬ ¿¼¼®»­­¬¸»»²ª·®±²³»²¬¿´»ºº»½¬­±º¬¸»°®±°±­»¼°®±¶»½¬òλ­°±²­»­¿®» ¹»²»®¿´´§²±¬°®±ª·¼»¼%?????????????????$¬±½±³³»²¬­¬¸¿¬­¬¿¬» ±°·²·±²­¿¾±«¬¬¸»±ª»®¿´´³»®·¬±º¬¸»°®±¶»½¬±®½±³³»²¬­¿¾±«¬¬¸»°®±¶»½¬ ¼»­½®·°¬·±²ô«²´»­­¿­°»½·º·½»²ª·®±²³»²¬¿´·­­«»·­®¿·­»¼©·¬¸·²¬¸»½±²¬»¨¬±º ¬¸»­°»½·º·½½±³³»²¬ò̸±­»½±³³»²¬­¿®»³±­¬¿°°®±°®·¿¬»´§¿¼¼®»­­»¼·²¬¸» ­¬¿ºº®»°±®¬º±®©¿®¼»¼¬±¬¸»¼»½·­·±²³¿µ»®­º±®½±²­·¼»®¿¬·±²¿¬¿°«¾´·½ ¸»¿®·²¹ò Ú±«®øì÷½±³³»²¬´»¬¬»®­©»®»®»½»·ª»¼½±²½»®²·²¹¬¸»Ü®¿º¬Û×κ±®¬¸» °®±°±­»¼°®±¶»½¬ò̸»Ð´¿²²·²¹Ý±³³·­­·±²¿´­±°®±ª·¼»¼½±³³»²¬­¼«®·²¹·¬­ ®»ª·»©±º¬¸»Ü®¿º¬Û×α²Ó¿§ïéôîððéò̸»½±³³»²¬­®»½»·ª»¼±²¬¸»Ü®¿º¬ Û×θ¿ª»¾»»²¹®±«°»¼¾§¿¹»²½·»­øß÷ô¬¸»°®±¶»½¬¿°°´·½¿²¬øÐß÷ô¿²¼Ð´¿²²·²¹ ݱ³³·­­·±²½±³³»²¬­øÐÝ÷¿­´·­¬»¼¾»´±©ò ß¹»²½·»­ ßï Ý¿´·º±®²·¿Í¬¿¬»Ý´»¿®·²¹¸±«­»ôÖ«²»ïïôîððé ßî Ý¿´·º±®²·¿Ü»°¿®¬³»²¬±ºÌ®¿²­°±®¬¿¬·±²øÝ¿´¬®¿²­÷ôÖ«²»éôîððé ßí Ý¿´·º±®²·¿Ü»°¿®¬³»²¬±ºÌ®¿²­°±®¬¿¬·±²øÝ¿´¬®¿²­÷ôÖ«²»ïçôîððé Ю±¶»½¬ß°°´·½¿²¬ Ðßï Í´±«¹¸Û­¬¿¬»­ËÍßôײ½òôÓ¿§íïôîððé д¿²²·²¹Ý±³³·­­·±² ÐÝï Ý·¬§±ºÍ±«¬¸Í¿²Ú®¿²½·­½±Ð´¿²²·²¹Ý±³³·­­·±²ôÓ¿§ïéôîððé λª·­·±²­¬±¬¸»Ü®¿º¬Û×ά¸¿¬®»­°±²¼¬±½±³³»²¬­±²¬¸»Ü®¿º¬Û×ο®» °®»­»²¬»¼·²Í»½¬·±²íôλª·­·±²­¬±¬¸»Ü®¿º¬Û×Î ò îòðï ׳°¿½¬Í½·»²½»­ôײ½òìçìÚ±®¾»­Þ´ª¼òѺº·½»ñÎúÜЮ±¶»½¬Ú·²¿´Û×Î èêèðïß«¹«­¬îððé È1Ê ???????????????? 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SIGNALIZED INTERSECTION LOS CRITERIA Level of Average Control Delay Description Service(Seconds Per Vehicle) Operations with very low delay occurring with favorable progression A< 10.0 and/or short cycle lengths. Operations with low delay occurring with good progression and/or B10.1 to 20.0 short cycle lengths. Operations with average delays resulting from fair progression and/or C20.1 to 35.0 longer cycle lengths. Individual cycle failures begin to appear. Operations with longer delays due to a combination of unfavorable progression, long cycle lengths, and/or high volume-to-capacity D 35.1 to 55.0 (V/C) ratios. Many vehicles stop and individual cycle failures are noticeable. Operations with high delay values indicating poor progression, long cycle lengths, and high V/C ratios. Individual cycle failures are E55.1 to 80.0 frequent occurrences. This is considered to be the limit of acceptable delay. Operation with delays unacceptable to most drivers occurring due to F> 80.0 oversaturation, poor progression, or very long cycle lengths. Source: 2000 Highway Capacity Manual (Transportation Research Board, 2000). Table 2 UNSIGNALIZED INTERSECTION LOS CRITERIA Level of Average Control Delay Description Service(Seconds Per Vehicle) A Little or no delays < 10.0 B Short traffic delays 10.1 to 15.0 C Average traffic delays 15.1 to 25.0 D Long traffic delays 25.1 to 35.0 E Very long traffic delays 35.1 to 50.0 Extreme traffic delays with intersection capacity exceeded (for an all-way stop), or with approach/turn movement F> 50.0 capacity exceeded (for a side street stop controlled intersection) Source: 2000 Highway Capacity Manual (Transportation Research Board, 2000). 10/21/09 494 Forbes Blvd. Table 3 (page 1 of 2) INTERSECTION LEVEL OF SERVICE EXISTING AM & PM PEAK HOUR INTERSECTION AM PEAK HOUR PM PEAK HOUR (1) Airport Blvd./U.S.101 SB Hook Ramps C-25.5 C-27.0 (Signal) (1) Airport Blvd./Terrabay Phase 3 Access NA — (Signal) (1) Airport Blvd./Sister Cities Blvd./Oyster C-25.5 C-24.2 Point Blvd. (Signal) (1) Oyster Point/Dubuque Ave./U.S.101 NB On-C-23.0 C-22.2 Ramp (Signal) (1) Dubuque Ave./U.S.101 NB Off-Ramp & SB B-12.6 D-45.7 On-Ramp (Signal) (1) Oyster Point Blvd./Gateway/U.S.101 SB C-30.0 C-22.3 Off-Ramp Flyover (Signal) (1) Oyster Point Blvd./Eccles Ave. B-11.4 B-19.1 (Signal) (1) Oyster Point Blvd./Gull Rd. C-22.5 C-31.6 (Signal) (1) Airport Blvd./Miller/U.S.101 SB Off-Ramp C-28.5 B-17.4 (Signal) (1) Airport Blvd./Grand Ave. D-40.4 C-32.0 (Signal) (1) E. Grand Overcrossing/Dubuque Ave. A-6.5 A-3.4 (Signal) (1) E. Grand Ave./Grand Ave. Overcrossing B-18.3 B-13.0 (Signal) (1) E. Grand Ave./Gateway Blvd. C-25.1 C-22.6 (Signal) (1) E. Grand Ave./Forbes Blvd./Harbor Way. B-17.3 D-35.4 (Signal) (1) E. Grand Ave./Littlefield Ave. B-13.9 B-11.5 (Signal) (2) E. Grand Ave./Allerton Ave. A-9.2 C-18.3 (Allerton Stop Sign Control) (1) Forbes Blvd./Eccles Ave. B-13.3 B-17.5 (Signal) (3) Forbes Blvd./Allerton Ave. D-31.8 C-20.2 (Allerton Stop Sign Control) (1) Forbes Blvd./Gull Rd. B-17.0 B-15.9 (Signal) 10/21/09 494 Forbes Blvd. Table 3 (page 2 of 2) INTERSECTION LEVEL OF SERVICE EXISTING AM & PM PEAK HOUR INTERSECTION AM PEAK HOUR PM PEAK HOUR (1) Airport Blvd./San Mateo Ave./Produce Ave. D-36.7 C-33.5 (Signal) (1) Gateway Blvd./S. Airport Blvd./Mitchell Ave. C-34.1 D-44.8 (Signal) (1) S. Airport Blvd./U.S.101 NB Hook Ramps/ C-31.2 C-27.1 Wondercolor (Signal) (1) S. Airport Blvd./Utah Ave. C-28.3 C-30.5 (Signal) (1) Signalized level of service—vehicle control delay in seconds. (2) Unsignalized level of service—vehicle control delay in seconds/Allerton Ave. southbound stop sign controlled approach right turn to E. Grand Ave. (3) Unsignalized level of service—vehicle control delay in seconds/Allerton Ave. northbound stop sign controlled approach to Forbes Blvd. Year 2000 Highway Capacity Manual Analysis Methodology Source: Crane Transportation Group 10/21/09 494 Forbes Blvd. Table 4 INTERSECTION SIGNALIZATION REQUIREMENTS Do Volumes Meet Peak Hour Volume Signal Warrant #3 Criteria Levels? AM PEAK HOUR PM PEAK HOUR YEAR 2015 YEAR 2015 BASEBASE CASE BASEBASE CASE LOCATION EXISTING CASE + PROJECT EXISTING CASE + PROJECT E. Grand Ave./ No No No No Yes Yes Allerton Ave. Forbes Blvd./ No Yes Yes No No approaching Allerton Ave. borderline Compiled by: Crane Transportation Group 10/21/09 494 Forbes Blvd. Table 5 SUMMARY OF EXISTING U.S.101 FREEWAY OPERATION AM Peak Hour Southbound LOS D North of the Oyster Point interchange southbound off-ramps LOS C South of the Produce Avenue on-ramp (just north of I-380) Northbound LOS C South of the S. Airport Blvd. off-ramp (just north of I-380) LOS D North of the Oyster Point interchange & northbound off-ramp to Bayshore Blvd. PM Peak Hour Southbound LOS C North of the Oyster Point interchange southbound off-ramps LOS C South of the Produce Avenue on-ramp (just north of I-380) Northbound LOS C South of the S. Airport Blvd. off-ramp (just north of I-380) LOS E North of the Oyster Point interchange & northbound off-ramp to Bayshore Blvd. LOS = Level of Service Source: Crane Transportation Group Table 6 DETAILED U.S.101 FREEWAY EXISTING OPERATING CONDITIONS, MAY 2009 AM Peak Hour PM Peak Hour U.S. 101 Segment Volume LOS Density Volume LOS Density North of Oyster Point Blvd. Northbound Direction 7,634 D 31.8 8,786 E 40.2 Southbound Direction 7,913 D 33.8 6,617 C 25.9 North of I-380 Northbound Direction 10,058 C 24.6 8,564 C 21.4 Southbound Direction 7,499 C 19.1 8,947 C 22.4 LOS = Level of Service Density is shown in passenger cars per lane per mile. Density is not computed when free-flow speed is less than 55 mph. Source: Crane Transportation Group 2009 10/21/09 494 Forbes Blvd. Table 7 OFF-RAMP CAPACITY & VOLUMES AT DIVERGE FROM FREEWAY MAINLINE EXISTING, YEAR 2015 & YEAR 2035 AM PEAK HOUR VOLUMES YEAR 2015 YEAR 2035 CAPACITY* EXISTINGBASEBASE CASE BASEBASE CASE U.S.101 OFF-RAMP (VEH/HR) 2008 CASE + PROJECT CASE + PROJECT SB Off-Ramp to Airport Blvd. 1500 207 461 461 511 511 SB Off-Ramp Flyover to Oyster 1500 1249 2183 2243 3101 3161 Point/Gateway SB Off-Ramp to Airport 1500 531 1070 1093 1323 1346 Blvd./Miller Ave. 1792 NB Off-Ramp to S. Airport 1500** 1195 1752 2190 2230 Blvd./Wondercolor Lane NB Off-Ramp to E. Grand 1500** 1618 2234 2284 3130 3180 Ave./Executive Drive NB Off-Ramp to Dubuque Ave. 1500 716 1556 1556 1730 1730 PM PEAK HOUR VOLUMES YEAR 2015 YEAR 2035 CAPACITY* EXISTINGBASEBASE CASE BASEBASE CASE U.S.101 OFF-RAMP (VEH/HR) 2008 CASE + PROJECT CASE + PROJECT SB Off-Ramp to Airport Blvd. 1500 419 548 548 633 633 SB Off-Ramp Flyover to Oyster 1500 154 347 358 527 538 Point/Gateway SB Off-Ramp to Airport 1500 531 555 558 691 694 Blvd./Miller Ave. NB Off-Ramp to S. Airport 1500** 559 614 616 715 717 Blvd./Wondercolor Lane NB Off-Ramp to E. Grand 1500** 536 712 727 929 944 Ave./Executive Drive NB Off-Ramp to Dubuque Ave. 1500 494 768 768 945 945 * Caltrans desired volume limit that can be accommodated by a single off-ramp lane connection to the freeway mainline. ** Programmed provision of second off-ramp lane connection to the freeway mainline will increase capacity to 2,300 vehicles per hour. Bolded results = significant project impacts Compiled by: Crane Transportation Group 10/21/09 494 Forbes Blvd. Table 8 ON-RAMP CAPACITY & VOLUMES EXISTING, YEAR 2015 & YEAR 2035 AM PEAK HOUR VOLUMES YEAR 2015 YEAR 2035 CAPACITY* EXISTINGBASEBASE CASE BASEBASE CASE U.S.101 OFF-RAMP (VEH/HR) 2008 CASE + PROJECT CASE + PROJECT SB On-Ramp from Dubuque Ave. 2000 495 737 737 960 960 SB On-Ramp from Produce Ave. 3300** 1026 1141 1159 1273 1291 NB On-Ramp from S. Airport 2000 269 289 289 305 305 Blvd./Wondercolor Land NB On-Ramp from Grand Ave. 2000 650 753 755 888 890 NB On-Ramp from Oyster Point 2200 746 1040 1056 1307 1323 Blvd./Dubuque Ave. PM PEAK HOUR VOLUMES YEAR 2015 YEAR 2035 CAPACITY* EXISTINGBASEBASE CASE BASEBASE CASE U.S.101 OFF-RAMP (VEH/HR) 2008 CASE + PROJECT CASE + PROJECT SB On-Ramp from Dubuque Ave. 2000 1263 2032 2032 2381 2381 3409 SB On-Ramp from Produce Ave. 3300** 1836 2469 2550 3328 NB On-Ramp from S. Airport 2000 476 548 548 605 605 Blvd./Wondercolor Land NB On-Ramp from Grand Ave. 2000 842 1333 1353 1430 1450 NB On-Ramp from Oyster Point 2200 1184 2447 2513 3485 3521 Blvd./Dubuque Ave. * Planning level capacity: Year 2000 Highway Capacity Manual, TRB Report 209. ** Produce Avenue on-ramp has two travel lanes. One on-ramp lane merges to the freeway mainline, while the other on-ramp continues as an auxiliary lane to the I-380 off-ramp. Bolded results = significant project impacts Compiled by: Crane Transportation Group 10/21/09 494 Forbes Blvd. Table 9 TRANSIT SERVICE – SOUTH SAN FRANCISCO Frequency Service Route Area Served AM/PM Peak Midday Airport/Linden—Daly City and Colma BART 20/20 30 Airport Blvd./Linden Ave. Stations (130) South SF BART 30/30 50 Airport Blvd./Linden Ave. Station (132) Airport/Linden- 30/30 60 Airport Blvd./Linden Ave. SamTrans Serramonte (133) Palo Alto-Daly City 30/30 30 South SF BART Bay 3 (390) Redwood City-Colma El Camino Real/South SF 15/30(a) 15(a) BART Station (391) BART Station San Mateo-SF (292) 15/15(a) 30 Airport Blvd./Baden Ave. Caltrain Gilroy-SF 30/30 60 South SF Caltrain Station Pittsburg-Daly City 15/15 15 Daly City BART Station Fremont-Daly City 15/15 15 Daly City BART Station BART Richmond-Daly City 15/15 — Daly City BART Station Dublin-Millbrae 15/15 15 South SF BART Station Gateway Area 30/30 — Genentech Bldgs B9, B5 Gull/Oyster Point and 384 Oyster Point Area 30/30(a) — Caltrain Shuttle Oyster Point to SSF Station Sierra Point Area 30/30(a) — 5000 Shoreline Ct. Utah-Grand Area 30/30(a) — Cabot/Allerton BART Shuttle Sierra Point Area 35/35 — 5000 Shoreline Ct. to SSF Station Gateway Area 20/20 — 1000 Gateway Genentech 15/15 — Genentech Bldgs. B5, B54 Gull/Oyster Point and 384 Oyster Point Area 23/23(a) — Oyster Point Utah-Grand Area 23/23(a) — Cabot/Allerton Frequency of transit service is presented in minutes. SF = San Francisco (a) = average frequency period. Source: Metropolitan Transportation Commission (511.org), San Mateo County ALLIANCE (commute.org) 10/21/09 494 Forbes Blvd. Table 10 ALLIANCE SHUTTLE SERVICE SOUTH SAN FRANCISCO Shuttle Station Served Schedule Area Served BART eight AM & nine PM trips Oyster Point Blvd., Gull Rd., Oyster Point Eccles Ave., Forbes Blvd., Caltrain seven AM & seven PM trips Veterans Blvd. BART nine AM & nine PM trips E. Grand Ave., Utah Ave., Utah-Grand Harbor Way, Littlefield Ave. Caltrain seven AM & seven PM trips BART ten AM & twelve PM trips Gateway Blvd.-BART Gateway Area Gateway Blvd., Genentech Caltrain six AM & five PM trips Office-Caltrain BART four AM & four PM Sierra Point Sierra Point, Shoreline Caltrain four AM & four PM trips Both shuttles alternate between 15- and 30-minute headways during both peak hours. Source: San Mateo County ALLIANCE (Commute.org) 10/21/09 494 Forbes Blvd. Table 11 APPROVED & PLANNED DEVELOPMENTS BY 2015 EAST OF THE U.S.101 FREEWAY OR JUST WEST OF THE U.S.101 FREEWAY CONTRIBUTING SIGNIFICANT TRAFFIC TO U.S.101 INTERCHANGES IN SOUTH SAN FRANCISCO NET NEW TRIP GENERATION (AFTER TDM REDUCTIONS AND ELIMINATION OF ANY EXISTING SITE TRAFFIC) AM PEAK HOUR PM PEAK HOUR PROJECT USE SIZE (SQ.FT.) IN OUT IN OUT Genentech Master Plan * * 881 108 146 760 Home Depot Retail 12,500 99 84 161 186 Lowe’s & West Marine Retail 155,339 88 69 135 182 333 Oyster Point R&D 315,444 238 49 40 226 180 & 200 Oyster Point R&D 186,288 123 25 20 113 Oyster Point Redevelopment R&D 690,000 806 140 144 756 Office460,000 250-270 E. Grand Ave. R&D 283,562 162 34 26 142 (net new) 213 E. Grand Ave. R&D786,606 595 103 97 548 328 Roebling Rd. 249 E. Grand Ave. Office145,817 Gateway ** Office 604,800 492 10 (-16) 373 Caltrain Station Site Retail 23,960 21 16 34 38 Genentech Triangle – Oyster R&D620,000 530 169 174 413 Point / Gateway Hotel 350 Rooms Terrabay Office 697,000 625 85 117 571 GSA Building-Linden Warehouse 573,000 292 90 92 314 TOTAL 4952 980 1170 4622 * See Genentech Corporate Facilities Master Plan EIR, half total development projected by 2015. ** Net new traffic after elimination of volumes associated with existing development on site. Project List Source: City of South San Francisco Compiled by: Crane Transportation Group 10/21/09 494 Forbes Blvd. Table 12 (page 1 of 2) INTERSECTION LEVEL OF SERVICE YEAR 2015 AM & PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR BASE CASEBASE CASE INTERSECTION BASE CASE + PROJECT BASE CASE + PROJECT (1) Airport Blvd./U.S.101 SB Hook Ramps C-20.1 C-20.7 C-23.2 C-23.3 (Signal) (1) Airport Blvd./Terrabay Phase 3 Access B-11.6 B-11.7 B-13.4 B-13.4 (Signal) (1) Airport Blvd./Sister Cities Blvd./Oyster C-30.5 C-30.7 D-50.3 D-50.4 Point Blvd. (Signal) (1) F-308 Oyster Point/Dubuque Ave./U.S.101 NB On-C-20.7 C-20.9 F-295 Ramp (Signal) (1) Dubuque Ave./U.S.101 NB Off-Ramp & SB C-23.6 C-23.5 D-48.9 D-48.8 On-Ramp (Signal) (1) Oyster Point Blvd./Gateway/U.S.101 SB F-233F-245 F-132 F-142 Off-Ramp Flyover (Signal) (1) Oyster Point Blvd./Eccles Ave. E-73.9F-92.5C-32.7 D-40.8 (Signal) (1) Oyster Point Blvd./Gull Rd. B-19.5 C-20.1 F-135 F-141 (Signal) (1) Airport Blvd./Miller/U.S.101 SB Off-Ramp C-23.6 C-24.0 B-17.5 B-17.5 (Signal) (1) Airport Blvd./Grand Ave. F-100.2F-103 D-41.5 D-41.6 (Signal) (1) E. Grand Overcrossing/Dubuque Ave. A-5.8 A-5.8 A-8.2 B-8.3 (Signal) (1) E. Grand Ave./Grand Ave. Overcrossing E-56.0E-65.5 B-11.4 B-11.4 (Signal) (1) E. Grand Ave./Gateway Blvd. E-67.8E-76.4 C-31.8 C-32.0 (Signal) (1) F-87.2 E. Grand Ave./Forbes Blvd./Harbor Way. D-38.1 D-48.3 F-81.8 (Signal) (1) E. Grand Ave./Littlefield Ave. D-46.1 D-53.7 B-12.8 B-13.0 (Signal) (2) E. Grand Ave./Allerton Ave. A-9.6 A-9.6 D-29.5 E-35.1 (Allerton Stop Sign Control) (1) Forbes Blvd./Eccles Ave. C-20.5 C-20.7 B-14.3 B-16.0 (Signal) (3) Forbes Blvd./Allerton Ave. F-545F-673 D-28.0 D-33.3 (Allerton Stop Sign Control) (1) Forbes Blvd./Gull Rd. B-14.9 B-15.0 C-26.4 C-28.1 (Signal) 10/21/09 494 Forbes Blvd. Table 12 (page 2 of 2) INTERSECTION LEVEL OF SERVICE YEAR 2015 AM PEAK HOUR AM PEAK HOUR PM PEAK HOUR BASE CASE BASE CASE INTERSECTION BASE CASE + PROJECT BASE CASE + PROJECT (1) Airport Blvd./San Mateo Ave./Produce Ave. C-29.5 C-29.4 D-38.7 D-39.8 (Signal) (1) Gateway Blvd./S. Airport Blvd./Mitchell Ave. C-33.6 C-33.8 F-106 F-121 (Signal) (1) S. Airport Blvd./U.S.101 NB Hook Ramps/ C-25.6 C-26.2 C-22.9 C-23.3 Wondercolor (Signal) (1) S. Airport Blvd./Utah Ave. E-65.4 E-75.8 C-31.3 C-31.9 (Signal) Bold results = significant project impacts. Base Case + project LOS E or F results not bolded would not be significant since project traffic would not increase Base Case volumes by 1% or more for freeway ramp intersections or by 2% or more for South San Francisco intersections. (1) Signalized level of service—vehicle control delay in seconds. (2) Unsignalized level of service—vehicle control delay in seconds/Allerton Ave. southbound stop sign controlled approach right turn to E. Grand Ave. (3) Unsignalized level of service—vehicle control delay in seconds/Allerton Ave. northbound stop sign controlled approach to Forbes Blvd. Year 2000 Highway Capacity Manual Analysis Methodology Source: Crane Transportation Group 10/21/09 494 Forbes Blvd. Table 13 (page 1 of 2) 95TH PERCENTILE VEHICLE QUEUES* – YEAR 2015 INTERSECTIONS AT OR NEAR U.S.101 INTERCHANGES POTENTIALLY IMPACTED BY THE GATEWAY PROJECT WITH SIGNAL TIMING FOR OPTIMIZED LEVEL OF SERVICE Year 2015 Storage AM Peak Hour PM Peak Hour Intersection Distance* Base Base Case + Base Base Case + Case Project CaseProject Airport Blvd./Grand Avenue SB Left Turn 300 579 584 223 224 SB Through 300 502 521 167 169 SB Right Turn 300 38 22 49 40 Oyster Point Blvd./Dubuque Ave. EB Through 250 325 373 131 133 WB Through 840 70 72 343 352 WB Left 840 143 143 1360 1360 WB Right 550 67 80 2755 3146 NB Left Turn 175 194 194 624 624 NB Left/Through 270 197 197 631 631 NB Right Turn 240 101 101 40 40 Dubuque Ave./U.S.101 SB On/ NB Off-Ramps Off-Ramp/Left/Through 975 507 507 431 431 Oyster Point Blvd./Gateway Blvd./U.S.101 SB Off-Ramp/ Commercial Access SB Off-Ramp Through 3350 1348 1408 184 191 SB Off-Ramp Right Turn Lane 400 547 547 72 72 EB Through 900 1364 1392 226 229 Airport Blvd./SB 101 On-Off Ramp* SB Off-Ramp Left Turn 950 158 158 210 222 Airport Blvd./Terrabay Entrance SB Through 450 162 164 192 192 SB Right Turn 300 32 32 12 12 E. Grand Ave./Grand Ave. Overcrossing NB E. Grand Right Turn Lane 800 1111 1207 245 245 NB E. Grand Left Turn Lane 800 146 146 57 58 10/21/09 494 Forbes Blvd. Table 13 (page 2 of 2) 95TH PERCENTILE VEHICLE QUEUES* – YEAR 2015 INTERSECTIONS AT OR NEAR U.S.101 INTERCHANGES POTENTIALLY IMPACTED BY THE GATEWAY PROJECT WITH SIGNAL TIMING FOR OPTIMIZED LEVEL OF SERVICE Year 2015 Storage AM Peak Hour PM Peak Hour Intersection Distance* Base Base Case + Base Base Case + Case Project CaseProject Airport Blvd./Sister Cities Blvd./Oyster Point Blvd. WB Left Turn 140 70 71 159 161 WB Through 250 105 108 323 325 WB Right Turn 250 NA NA NA NA S. Airport Blvd./U.S.101 NB On and Off/Wondercolor Lane NB Off Left/Through/Right 825 691 709 335 336 Airport Blvd./Miller Ave./U.S.101 SB Off SB Off Left/Through 750 354 358 162 162 Bolded results = significant project impact. The proposed project would not result in significant impacts to vehicle queuing th for any other approach lane or lanes experiencing unacceptable Base Case 95 percentile queuing as project traffic contributions would be less than 1 percent of the total. * Storage and queues—in feet per lane. Synchro software used for all analysis. Source: Crane Transportation Group 10/21/09 494 Forbes Blvd. Table 14 YEAR 2015 U.S. 101 FREEWAY OPERATION AM & PM PEAK HOURS AM PEAK HOUR BASE CASE BASE CASE + PROJECT SEGMENT VOL LOS DENSITYVOL LOS DENSITY North of Oyster Point Boulevard Northbound 8047 D 34.2 8064 D 34.3 Southbound 9392 E44.0 9475 F* — North of I-380 Northbound 12131 D 32.1 12221 D 32.5 Southbound 7645 C 19.4 7663 C 19.5 PM PEAK HOUR BASE CASE BASE CASE + PROJECT SEGMENT VOL LOS DENSITYVOL LOS DENSITY North of Oyster Point Boulevard Northbound 10082 F* — 10162 F* — Southbound 6726 D 26.4 6740 D 26.5 North of I-380 Northbound 8587 C 21.4 8604 C 21.5 Southbound 10420 C 25.8 10501 D 26.1 No significant project impacts. The proposed project would not result in significant impacts to freeway segments experiencing Base Case LOS F operation as project volume increases would be less than 1 percent. * unacceptable freeway segment operating conditions. LOS = Level of Service Density is shown in passenger cars per lane per mile. Year 2000 Highway Capacity Manual Analysis Methodology Source: Crane Transportation Group 10/21/09 494 Forbes Blvd. Table 15 TRIP GENERATION SUMMARY EAST OF U.S.101 FREEWAY BACKGROUND GROWTH 2016-2035 AM PEAK HOUR PM PEAK HOUR PROJECT USE SIZE IN OUT IN OUT Oyster Point R&D 690,000 SQ.FT. 806 140 144 756 Redevelopment Office 460,000 SQ.FT. Hotel 350 Rooms 142 102 118 122 Restaurant 20,000 SQ.FT. 12 4 100 50 Retail 20,000 SQ.FT. 14 10 31 39 TOTAL 974 256 393 967 Genentech Master Plan * * 881 108 146 760 Gateway ** ** 228 34 47 376 GRAND TOTAL 2083 398 586 2103 * See Genentech Corporate Facilities Master Plan EIR, half of total Master Plan development projected from 2016 to 2035. ** See Gateway Draft EIR – Remaining 626,200 square feet of office to be developed between 2016 and 2035. Trip Rate Source: Trip Generation, 8th Edition, by the Institute of Transportation Engineers (ITE) 2008. Compiled by: Crane Transportation Group Table 16 TRIP GENERATION – APPROVED & PLANNED LOCAL AREA DEVELOPMENT 2009-2035 AM PEAK HOUR TRIPS PM PEAK HOUR TRIPS INBOUND OUTBOUND TOTAL INBOUND OUTBOUND TOTAL Total 7035 1378 8413 1756 6725 8481 Source: Crane Transportation Group 10/21/09 494 Forbes Blvd. Table 17 (page 1 of 2) INTERSECTION LEVEL OF SERVICE YEAR 2035 AM & PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR BASE CASE BASE CASE INTERSECTION BASE CASE + PROJECT BASE CASE + PROJECT (1) Airport Blvd./U.S.101 SB Hook Ramps C-30.7 C-31.9 C-33.3 C-34.2 (Signal) (1) Airport Blvd./Terrabay Phase 3 Access B-12.4 B-12.5 B-14.1 B-14.1 (Signal) (1) Airport Blvd./Sister Cities Blvd./Oyster Point D-51.9 D-53.4 E-61.5 E-62.5 Blvd. (Signal) (1) F-254 Oyster Point/Dubuque Ave./U.S.101 NB On-C-32.3 C-33.0 F-247 Ramp (Signal) (1) Dubuque Ave./U.S.101 NB Off-Ramp & SB C-22.3 C-22.3 E-56.5 E-56.5 On-Ramp (Signal) (1) Oyster Point Blvd./Gateway/U.S.101 SB Off-F-*F-*F-181 F-189 Ramp Flyover (Signal) (1) Oyster Point Blvd./Eccles Ave. F-*F-*F-170 F-179 (Signal) Oyster Point Blvd./Gull Rd. F-177 F-179 F-179 F-185 (Signal) (1) Airport Blvd./Miller/U.S.101 SB Off-Ramp C-26.6 C-26.7 B-18.4 B-18.5 (Signal) (1) Airport Blvd./Grand Ave. F-113 F-116 D-48.5 D-48.8 (Signal) (1) E. Grand Overcrossing/Dubuque Ave. A-5.3 A-5.4 A-10.0 B-10.1 (Signal) (1) E. Grand Ave./Grand Ave. Overcrossing D-41.9 D-46.4 B-19.5 B-19.2 (Signal) (1) E. Grand Ave./Gateway Blvd. F-* F-* D-35.8 D-36.5 (Signal) (1) E-65.8 E. Grand Ave./Forbes Blvd./Harbor Way. E-61.4F-99.7 F-101 (Signal) (1) E. Grand Ave./Littlefield Ave. F-126.2 F-133 C-22.2 C-22.9 (Signal) (1) E. Grand Ave./Allerton Ave. A-10.0 B-10.3 C-24.1 C-29.4 (Signal) (1) Forbes Blvd./Eccles Ave. B-19.0 C-21.3 C-23.6 C-24.2 (Signal) (2) Forbes Blvd./Allerton Ave. F-* F-* F-* F-* (Allerton Stop Sign Control) Forbes Blvd./Gull Rd. C-21.5 C-22.1 E-79.4 F-83.8 (Signal) 10/21/09 494 Forbes Blvd. Table 17 (page 2 of 2) INTERSECTION LEVEL OF SERVICE YEAR 2035 AM & PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR BASE CASEBASE CASE INTERSECTION BASE CASE + PROJECTBASE CASE + PROJECT (1) Airport Blvd./San Mateo Ave./Produce Ave. C-31.0 C-31.0 E-74.9 F-81.5 (Signal) (1) Gateway Blvd./S. Airport Blvd./Mitchell Ave. D-35.5 D-35.8 E-65.0 F-67.3 (Signal) (1) S. Airport Blvd./U.S.101 NB Hook Ramps/ D-38.7 D-39.3 C-26.3 C-26.3 Wondercolor (Signal) (1) S. Airport Blvd./Utah Ave. D-47.3 D-53.0 D-40.2 D-40.2 (Signal) Bold results = significant project impacts. Base Case + project LOS E or F results not bolded would not be significant since project traffic would not increase Base Case volumes by 1% or more for freeway ramp intersections or by 2% or more for South San Francisco intersections. (1) Signalized level of service—vehicle control delay in seconds. (2) Unsignalized level of service—vehicle control delay in seconds/Allerton Ave. northbound stop sign controlled approach to Forbes Blvd. Year 2000 Highway Capacity Manual Analysis Methodology Source: Crane Transportation Group 10/21/09 494 Forbes Blvd. Table 18 (page 1 of 2) 95TH PERCENTILE VEHICLE QUEUES* – YEAR 2035 INTERSECTIONS AT OR NEAR U.S.101 INTERCHANGES POTENTIALLY IMPACTED BY THE GATEWAY PROJECT WITH SIGNAL TIMING FOR OPTIMIZED LEVEL OF SERVICE Year 2035 Storage AM Peak Hour PM Peak Hour Intersection Distance* Base Base Case + Base Base Case + Case Project CaseProject Airport Blvd./Grand Avenue 559 SB Left Turn 300 543 136 137 SB Through or SB Through/Right 300 209 210 227 227 Oyster Point Blvd./Dubuque Ave. EB Through 250 437 449 181 187 WB Through 840 108 110 426 436 WB Left 840 239 239 1346 1479 WB Right 550 43 43 2106 2167 NB Left Turn 270 211 211 442 442 NB Left/Through 270 42 42 225 225 NB Right Turn 240 350 350 109 109 Dubuque Ave./U.S.101 SB On/ NB Off-Ramps Off-Ramp/Left/Through 975 574 574 511 511 Oyster Point Blvd./Gateway Blvd./U.S.101 SB Off-Ramp/ Commercial Access SB Off-Ramp Through 3350 1977 2034 278 285 SB Off-Ramp Right Turn Lane 400 930 930 101 101 EB Through 900 1731 1756 334 336 Airport Blvd./SB 101 On-Off Ramp* SB Off-Ramp Left Turn 950 208 213 262 262 Airport Blvd./Terrabay Entrance SB Through 450 192 195 237 237 SB Right Turn 300 30 30 12 12 E. Grand Ave./Grand Ave. Overcrossing NB E. Grand Right Turn Lane 800 225 225 419 419 NB E. Grand Left Turn Lane 800 734 786 37 38 10/21/09 494 Forbes Blvd. Table 18 (page 2 of 2) 95TH PERCENTILE VEHICLE QUEUES* – YEAR 2035 INTERSECTIONS AT OR NEAR U.S.101 INTERCHANGES POTENTIALLY IMPACTED BY THE GATEWAY PROJECT WITH SIGNAL TIMING FOR OPTIMIZED LEVEL OF SERVICE Year 2035 Storage AM Peak Hour PM Peak Hour Intersection Distance* Base Base Case + Base Base Case + Case Project CaseProject Airport Blvd./Sister Cities Blvd./Oyster Point Blvd. WB Left Turn 140 229 231 507 512 WB Through 250 110 111 764 777 WB Right Turn 250 298 299 NA NA S. Airport Blvd./U.S.101 NB On and Off/Wondercolor Lane EB Left Turn 825 863 886 190 191 Airport Blvd./Miller Ave./U.S.101 SB Off SB Left Turn/Through 750 356 367 166 166 Bolded results = significant project impact. The proposed project would not result in significant impacts to vehicle queuing th for any other approach lane or lanes experiencing unacceptable Base Case 95 percentile queuing as project traffic contributions would be less than 1 percent of the total. * Storage and queues—in feet per lane. Synchro software used for all analysis unless noted. Source: Crane Transportation Group 10/21/09 494 Forbes Blvd. Table 19 YEAR 2035 U.S.101 FREEWAY OPERATION AM & PM PEAK HOURS AM PEAK HOUR BASE CASE BASE CASE + PROJECT SEGMENT VOL LOS DENSITYVOL LOS DENSITY North of Oyster Point Boulevard Northbound 8849 E 40.9 8866 E 41.1 Southbound 10550 F* — 10633 F* — North of I-380 Northbound 14103 E 44.1 14193 E 44.9 Southbound 8062 C 20.3 8080 C 20.3 PM PEAK HOUR BASE CASE BASE CASE + PROJECT SEGMENT VOL LOS DENSITYVOL LOS DENSITY North of Oyster Point Boulevard Northbound 11430 F* — 11510 F* — Southbound 7247 D 29.3 7261 D 29.4 North of I-380 Northbound 9360 C 23.0 9377 C 23.1 Southbound 11852 D 30.9 11933 D 31.3 No significant project impacts. The proposed project would not result in significant impacts to freeway segments experiencing Base Case LOS F operation as project volume increases would be less than 1 percent. * unacceptable freeway segment operating conditions. LOS = Level of Service Density is shown in passenger cars per lane per mile. Year 2000 Highway Capacity Manual Analysis Methodology Source: Crane Transportation Group 10/21/09 494 Forbes Blvd. Table 20 494 FORBES TRIP GENERATION AM PEAK HOUR TRIPS PM PEAK HOUR TRIPS INBOUND OUTBOUND INBOUND OUTBOUND USE SIZE RATE VOL RATE VOL RATE VOL RATE VOL R&D 326,020 SQ.FT. * 305 * 63 ** 51 ** 292 (1)(1)(1)(1) TDM Reduction (-61) (-13) (-10) (-50) Total 244 50 41 234 (1) 20% reduction in average trip rates due to City mandated TDM program (see Appendix). * AM Ln(T) = .86 Ln(X)+0.93 (83% in/17% out) T = Trips ** PM Ln(T) = .82 Ln(X)+1.09 (15% in/85% out) X = Size in 1,000 SQ.FT. Ln = Natural Log Trip Rate Source: Trip Generation, 8th Edition, by the Institute of Transportation Engineers (ITE) 2008. Compiled by: Crane Transportation Group 10/21/09 494 Forbes Blvd. Table 21 PROJECT TRAFFIC DISTRIBUTION Direction South San Francisco Development U.S.101 North/San Francisco 34 (1) U.S.101 South 47 South San Francisco (central area) 5 Daly City/Colma via Sister Cities Blvd. 6 Brisbane & Daly City/Colma via Guadalupe Parkway 4 Airport Area via South Airport Blvd. 2 Local East of U.S.101 2 TOTAL 100% (1) Also includes use of S. Airport Blvd. to/from I-380 interchange. Source: City of South San Francisco, Draft Supplemental Environmental Impact Report, South San Francisco General Plan Amendment and Transportation Demand Management Ordinance, April 2001 and Genentech Central Campus Master Plan EIR. 10/21/09 494 Forbes Blvd. Table 22 MITIGATIONS FOR INTERSECTION LEVEL OF SERVICE AND SIGNAL WARRANT CRITERIA YEAR 2015 AM & PM PEAK HOUR RESULTANT OPERATION AM PEAK HOUR PM PEAK HOUR LOCATION & MITIGATION LOS DELAY LOS DELAY Oyster Point Blvd./Gateway Blvd./U.S.101 SB Off-Ramp Flyover Intersection (Signal) F 210* NA NA Restripe the right turn lane on the Southbound U.S.101 Flyover Off- Ramp approach to also allow through movements. In conjunction with this measure provide a third eastbound departure lane (fair share). East Grand Ave./Forbes Blvd./Harbor Way (Signal) D 40.6 E 66.9* Widen the southbound Forbes Blvd. approach from 1 left, 1 combined through/right and 1 right turn lane to provide 1 left, 1 through and 2 exclusive right turn lanes Gateway Blvd./So. Airport Blvd./Mitchell Ave. Intersection (Signal) NA NA F 80.9* Restripe the southbound Gateway Blvd. approach through lane to provide a combined through/right turn lane. E. Grand Ave./Grand Ave. Overcrossing (Signal) C 31.8 NA NA Restripe the existing left turn lane on the northbound E. Grand approach to a combined left/right turn lane. Oyster Point Blvd./Eccles Ave. (Signal) D 37.1 NA NA Provide an exclusive right turn lane on the eastbound Oyster Point Blvd. approach. East Grand Ave./Gateway Blvd. (Signal) E 65.3* NA NA Restripe the northbound Gateway Blvd. approach through lane to a combined through/right turn lane. Forbes Blvd./Allerton Ave. (Side Street Stop Sign) D 33.2 NA NA Provide all-way-stop control. Forbes Blvd./Allerton Ave. (Side Street Stop Sign) Signalize intersection (fair share). E. Grand Ave./Allerton Ave. (Side Street Stop Sign) A 8.0 B 16.1 Signalize intersection (fair share). NA = No significant impact during this time period. * Delay is less than Base Case operation. Year 2000 Highway Capacity Manual Analysis Methodology Source: Crane Transportation Group 10/21/09 494 Forbes Blvd. Table 23 MITIGATIONS FOR INTERSECTION LEVEL OF SERVICE AND SIGNAL WARRANT CRITERIA YEAR 2035 AM & PM PEAK HOUR RESULTANT OPERATION AM PEAK HOUR PM PEAK HOUR LOCATION & MITIGATION LOS DELAY LOS DELAY E. Grand Ave./Forbes Blvd./Harbor Way (Signal) C 22.7 NA NA Widen the eastbound East Grand Ave. approach to provide a shared through/right turn lane. In conjunction with this measure provide a third eastbound departure lane which will merge back to 2 eastbound lanes to the east of the Roebling Rd. intersection (fair share).. S. Airport Blvd./Gateway Blvd./Mitchell Ave. (Signal NA NA E 64.0* Modify signal timing. Forbes Blvd./Allerton Ave. (Side Street Stop Sign) C 30.1 NA NA Signalize intersection (fair share). NA = No significant impact during this time period. * Delay is less than Base Case operation. 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ìë îèç ïîì ìç íìî ïèè éê ííí ïíï ïïï ïç íìð ì ïïðç íìî é ìð ïðéð çí èïç ïî êé íì ïíëçïëç çë ç ÷õÊÛÎØ ÷õÊÛÎØ ïì íÆ×ÊÙÊÍÉÉ ïíïë õÊÛÎØ õÊÛÎØ ïî ïï ÷õÊÛÎØ ïéè íÆ×ÊÙÊÍÉÉ çí îíï îç éï îèê ëì êê ïéç îè îçð îîî îçð ìë íê êí éì ìéï êë ìçì Ú±®¾»­ Þ´ª¼ Û×Î Ú·¹«®» ì Û¨·­¬·²¹ ÐÓ Ð»¿µ ر«® ʱ´«³»­ ÝÎßÒÛ ÌÎßÒÍÐÑÎÌßÌ×ÑÒ ÙÎÑËÐ ÝßÔÌÎß×Ò ÍØËÌÌÔÛ ÓßÐ Ù¿¬»©¿§ ß®»¿ Ý¿´¬®¿·² ͸«¬¬´» ïððð Ù¿¬»©¿§ ã Ю±¶»½¬ Í·¬» èðï Ù¿¬»©¿§ éðð Ù¿¬»©¿§ Þ«·´¼·²¹ ëì Þ«·´¼·²¹ èí Þ«·´¼·²¹ ì êëï Ù¿¬»©¿§ êðï Ù¿¬»©¿§ Þ«·´¼·²¹­ ïðô ïïô ïî íðð Ù¿¬»©¿§ Ý Þ«·´¼·²¹ îì ÍÑËÌØ ÍßÒ ÚÎßÒÝ×ÍÝÑ ÝßÔÌÎß×Ò ÍÌßÌ×ÑÒ Þ«·´¼·²¹ îé ÞßÎÌ ÍØËÌÌÔÛ ÓßÐ Ù¿¬»©¿§ ß®»¿ ÞßÎÌ Í¸«¬¬´» ã Ю±¶»½¬ Í·¬» Ý·¬·»­ Þ íðð ÍÑËÌØ ÍßÒ ÚÎßÒÝ×ÍÝÑ Ù¿¬»©¿§ ÞßÎÌ ÍÌßÌ×ÑÒ Þ«·´¼·²¹ èé Þ«·´¼·²¹ ëì Þ«·´¼·²¹ èíÞ«·´¼·²¹ ì Þ«·´¼·²¹ ç Ù»²»²¬»½¸ Ý®±©² ر¬»´ Þ«·´¼·²¹ îì ìçì Ú±®¾»­ Þ´ª¼ Û×Î Ú·¹«®» ë Ý¿´¬®¿·² ¿²¼ ÞßÎÌ ÝÎßÒÛ ÌÎßÒÍÐÑÎÌßÌ×ÑÒ ÙÎÑËР͸«¬¬´» Ó¿°­ ïçç í íéï îîð íèè êèðí éúíÎ ÍÖÖ èïë êðï ï îéï îïðìîë êÛÏÌÉ êíç îíç ïçð è ð ïèç éú ìëíîçï ë íÎÊÛÏÌ éÓÉÈ×ÊíÃÉÈ×Ê íÃÉÈ×Ê í îì ï ïìêí ùÓÈÓ×ÉìÍÓÎÈìÍÓÎÈ 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ïè Û íÃÉÈ×Ê ïé è ìÍÓÎÈ ï ìð ð ëè ï ëîç ïëíé ð îî îï Ó·¬½¸»´´ ߪ íðî êðì îëï íð ï ïêí íëí îííî è ɱ²¼»®½±´±® ííð ëð ïéíð îí ïëíç íëç Ô² øÊÓÆ×ÅÛà çÈÛÔ ÷õÊÛÎØ îì ïé éú ïÓÐÐ×Ê îì ç îî éé íÖÖÊÛÏÌ ïïç ï íë èí íéë ììí ïì ïîï íîð ïì í ëíç ïðêê ìëð í îìî íð ëð îìð íëí ë ïè ç ïðìïêé ïìîð ïíðïè îçì îèè çïë îïêîéç ïè éîë îðîè ëðî ïîð çé åÍÎØ×Ê îí éûÓÊÌÍÊÈ îî éÛÎïÛÈ×Í êèë ïÓÈÙÔ×ÐÐ ÷õÊÛÎØ ïê îï õÊÛÎØ ùÍÐÍÊ îúêÛÏÌÉ ïêð ïð ïë íè ìçð ïéç îîï îïð çç êï ïé ìî ïì íëêïîë éé ëëð íï ïîê îíì ïíí ë ìè íîé éç îðì ìíë îïï èí íéç ïîë êìð îì éêî ë îððç êéí ͸«¬¬´» ëë îï ïìèïçìè ïèïï îé ïìç ¾«­»­ íè îíëï êìè îéé íé ïð ÷õÊÛÎØ ÷õÊÛÎØ ïì íÆ×ÊÙÊÍÉÉ ïíïë õÊÛÎØõÊÛÎØ ïî ïï ÷õÊÛÎØ îíé íÆ×ÊÙÊÍÉÉ éë ìíç ïìî ëï ëèê ïîé éè ìêí íé îíé íéê íçé ëì éîè ëé èé èë îðï ìçì Ú±®¾»­ Þ´ª¼ Û×Î Ú·¹«®» ïð îðíë Þ¿­» Ý¿­» øÉñÑ ìçì Ú±®¾»­÷ ÐÓ Ð»¿µ ر«® ʱ´«³»­ ÝÎßÒÛ ÌÎßÒÍÐÑÎÌßÌ×ÑÒ ÙÎÑËÐ éúíÎ ÍÖÖ êÛÏÌÉ éú ë î ï íÎÊÛÏÌ éÓÉÈ×ÊíÃÉÈ×Ê íÃÉÈ×Ê í ì ùÓÈÓ×ÉìÍÓÎÈ ìÍÓÎÈ îú íÖÖÊÛÏÌ ã ͬ±° Í·¹² ã Í·¹²¿´ ï î öÍÊÚ×É îð ê íÃÉÈ×ÊìÈ í Ò±¬ ̱ ͽ¿´» è ì é ÒÑÎÌØ ê ë öÍÊÚ×É ïç íÃÉÈ×Ê é ìÍÓÎÈ ïç îð ïè ç ïî ïí ïë Ю±¶»½¬ ïì ïð ïï Í·¬» Ú ïê Û öÍÊÚ×É íÃÉÈ×Ê ïé è ïè ìÍÓÎÈ îï îî Ó·¬½¸»´´ ߪ øÊÓÆ×ÅÛà çÈÛÔ îì ɱ²¼»®½±´±® îí Ô² ÷õÊÛÎØ ïé éú ïÓÐÐ×Ê îì ç íÖÖÊÛÏÌ çé éÛÎïÛÈ×Í îï ïÓÈÙÔ×ÐÐ îî îúêÛÏÌÉåÍÎØ×Ê îí éûÓÊÌÍÊÈ ùÍÐÍÊ ÷õÊÛÎØ ïê õÊÛÎØ ïð Ú ã ͸«¬¬´»­ ÷õÊÛÎØ ±²´§ ïë ÷õÊÛÎØ ïì ÷õÊÛÎØ ïí õÊÛÎØíÆ×Ê õÊÛÎØ ïî ïï ÷õÊÛÎØ ÙÊÍÉÉÓÎÕ íÆ×ÊÙÊÍÉÉ ìçì Ú±®¾»­ Þ´ª¼ Û×Î Ú·¹«®» ïï Ç»¿® îðíë ײ¬»®­»½¬·±² Ô¿²» Ù»±³»¬®·½­ ¿²¼ ݱ²¬®±´ ÝÎßÒÛ ÌÎßÒÍÐÑÎÌßÌ×ÑÒ ÙÎÑËÐ ð ï éúíÎ ÍÖÖ ïð ïðïê í ïð êÛÏÌÉ ð ï ë éú ë íÎÊÛÏÌ éÓÉÈ×ÊíÃÉÈ×Ê íÃÉÈ×Ê í îì ï ùÓÈÓ×ÉìÍÓÎÈìÍÓÎÈ ð ð ï îê ïë ï ï îú íÖÖÊÛÏÌ íð îï ï ï î öÍÊÚ×É îê îð ê íÃÉÈ×ÊìÈ í ë Ò±¬ ̱ ͽ¿´» êð è ì é ÒÑÎÌØ ê ë ë îí öÍÊÚ×É ïç íÃÉÈ×Ê é ìÍÓÎÈ ïç íð í îð î ïê ïè ëê ç ïî ïí ëê Ю±¶»½¬ ïê ïë ïì ïð Û¿­¬ îë Í·¬» ïï ïê öÍÊÚ×É ïè Û íÃÉÈ×Ê ïé è ìÍÓÎÈ ïïé íð ë îï îî Ó·¬½¸»´´ ߪ îð í í î ɱ²¼»®½±´±® ë îí îí Ô² øÊÓÆ×ÅÛà çÈÛÔ ÷õÊÛÎØ îì ïé éú ïÓÐÐ×Ê îì ç íÖÖÊÛÏÌ íëï îë ë ï ï ë ïì í îê ïè ï çé åÍÎØ×Ê îí éûÓÊÌÍÊÈ îï éÛÎïÛÈ×Í ï ïÓÈÙÔ×ÐÐ ÷õÊÛÎØ ïê îî õÊÛÎØ ùÍÐÍÊ îúêÛÏÌÉ ïð îð î î íë îð ì ë ë îð î ïê ç ì ì ë ì ÷õÊÛÎØ ÷õÊÛÎØ ïì íÆ×ÊÙÊÍÉÉ ïíïë õÊÛÎØ õÊÛÎØ ïî ïï ÷õÊÛÎØ íÆ×ÊÙÊÍÉÉ íî èé èî íî ë íð ëð ëð ìçì Ú±®¾»­ Þ´ª¼ Û×Î Ú·¹«®» ïî Ю±¶»½¬ ײ½®»³»²¬ ßÓ Ð»¿µ ر«® ʱ´«³»­ ÝÎßÒÛ ÌÎßÒÍÐÑÎÌßÌ×ÑÒ ÙÎÑËÐ ð í éúíÎ ÍÖÖ ï ïêê ïì ï êÛÏÌÉ ð ï ïè éú ë íÎÊÛÏÌ éÓÉÈ×ÊíÃÉÈ×Ê íÃÉÈ×Ê í îì ï ùÓÈÓ×ÉìÍÓÎÈìÍÓÎÈ ð ð í ì í í îú íÖÖÊÛÏÌ ë èì ï î öÍÊÚ×É ì îð ê íÃÉÈ×ÊìÈ í íð Ò±¬ ̱ ͽ¿´» ï ïï è ì é ÒÑÎÌØ ê ë íð í öÍÊÚ×É ïç íÃÉÈ×Ê é ìÍÓÎÈ ïç ë îï îð ïð ëì ïè ïð ç ïî ïí ïð Ю±¶»½¬ ëì ïë ïì ïð Û¿­¬ ïðê Í·¬» ïï ïê öÍÊÚ×É ïè Û íÃÉÈ×Ê ïé è ìÍÓÎÈ îî ë íð îî îï Ó·¬½¸»´´ ߪ ï ï î ìð ɱ²¼»®½±´±® íð í îí Ô² øÊÓÆ×ÅÛà çÈÛÔ ÷õÊÛÎØ îì ïé éú ïÓÐÐ×Ê îì ç íÖÖÊÛÏÌ íï í ï î ïë ì îð êë í îë ì èï ê çé åÍÎØ×Ê îí éûÓÊÌÍÊÈ îî éÛÎïÛÈ×Í ïÓÈÙÔ×ÐÐ ÷õÊÛÎØ ïê î îï õÊÛÎØ ùÍÐÍÊ îúêÛÏÌÉ ïð ï í ï ï ï ê ìê íï ë íï îð íï ïð ÷õÊÛÎØ ÷õÊÛÎØ ïì íÆ×ÊÙÊÍÉÉ ïíïë õÊÛÎØ õÊÛÎØ ïî ïï ÷õÊÛÎØ íÆ×ÊÙÊÍÉÉ ë îð îð ë î ïë ïë ìçì Ú±®¾»­ Þ´ª¼ Û×Î Ú·¹«®» ïí Ю±¶»½¬ ײ½®»³»²¬ ÐÓ Ð»¿µ ر«® ʱ´«³»­ ÝÎßÒÛ ÌÎßÒÍÐÑÎÌßÌ×ÑÒ ÙÎÑËÐ ïçç í íéî îîð ìðì êèðí éúíÎ ÍÖÖ èîë êïï 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íèï íêë çì ìíïë ¾«­»­ ïïï êïð ëí ÷õÊÛÎØ ÷õÊÛÎØ ëì ïì ïð íÆ×ÊÙÊÍÉÉ ïíïë õÊÛÎØ õÊÛÎØ ïî ïï ÷õÊÛÎØ çìï ïèç íÆ×ÊÙÊÍÉÉ ïìïí éî èðïèç îî îïìë ìíí ìè ïíìï ççð îíë èè îíî îðê êç ïíðî çèî ìçì Ú±®¾»­ Þ´ª¼ Û×Î Ú·¹«®» ïì îðïë Þ«·´¼±«¬ ßÓ Ð»¿µ ر«® ʱ´«³»­ ÝÎßÒÛ ÌÎßÒÍÐÑÎÌßÌ×ÑÒ ÙÎÑËÐ îíê ïêï íêè ïçìî î éúíÎ ÍÖÖ ïèçè ïðçê ë êïí ìë ïðëð ëíðìêê êÛÏÌÉ î êêê çïð îð íïð ð ëîèïêçî éú ë éÓÉÈ×ÊíÃÉÈ×Ê íÃÉÈ×Ê í ì ï íÎÊÛÏÌ î êëé ùÓÈÓ×ÉìÍÓÎÈìÍÓÎÈ íðí éï íéì ð ïíîð îèî îçí îíð îêèéî îíð ìîé êïï ïëè çè ïïï îçî íéç îú ïîî ïçé ììé îê íÖÖÊÛÏÌ ð îïçð ð íìíç ï ïëë î ìïè öÍÊÚ×É îð ê íÃÉÈ×ÊìÈ ìî ëèï í Ò±¬ ̱ ͽ¿´» èèê ïîê íïé è ì é ð ìï ÒÑÎÌØ ïé ê ê ë îðë îîîë ïçð ïðç öÍÊÚ×É ïç íÃÉÈ×Ê é ìÍÓÎÈ ïç ëðï îð îðë ïðí ïí íìë ð ëí ïè ìè ç ð ïîï ïî ïí îêðîê Ю±¶»½¬ ð ïë ï ïì ï î ïð Û¿­¬ ïïêé Í·¬» ï ïï ïê öÍÊÚ×É ëð öÍÊÚ×É ïè Û íÃÉÈ×Ê ïé è ìÍÓÎÈ ï ìð ð íï ï îêê ïðëî ð îî îï Ó·¬½¸»´´ ߪ îîè ëíè îîè îè ë ïìç íêë î íðî îëë ɱ²¼»®½±´±® ìî ïíîð îí îëê ïíðï Ô² øÊÓÆ×ÅÛà çÈÛÔ ÷õÊÛÎØ îì ïé éú ïÓÐÐ×Ê îì ç îð éè íÖÖÊÛÏÌ ïðç ï íí èè îìê ìðî ïí ïïí îîí ïî í ìçé ìðð ïððêí îîð íð ëð îïê ëïêíîí ïðëð çêïëë è îìð éíéé îêï éïë ïéèîíí ïê ïíîí ëèë ïïê íîð çé åÍÎØ×Ê îí éûÓÊÌÍÊÈ îî éÛÎïÛÈ×Í ïÓÈÙÔ×ÐÐ êïî ÷õÊÛÎØ ïê îï õÊÛÎØ ùÍÐÍÊ îúêÛÏÌÉ ïìç ïð ïë íë ìðè ïéí ïçè ïçì çí ëê ïíïë íç ïïï éï ëïï íîì îç çð îîï ïïç ë ìè íðð ïëç éì ìðï ïçë éè íëç íéì çè îï ëïì ì ëîð ïêèì ïí ëð ïîéïêíë ïíéë ͸«¬¬´» ïíêîì íë ïçëííéè ¾«­»­ îêî ÷õÊÛÎØ ÷õÊÛÎØ íé ïì ïð ïë íÆ×ÊÙÊÍÉÉ ïí õÊÛÎØ õÊÛÎØ ïî îïì ïï ÷õÊÛÎØ íÆ×ÊÙÊÍÉÉ ïîé íëí êé ìêìêè èë éï íì íéëîïê íîï íïç ìè ìé éé éç ëçç ïîè ìçì Ú±®¾»­ Þ´ª¼ Û×Î Ú·¹«®» ïë îðïë Þ«·´¼±«¬ ÐÓ Ð»¿µ ر«® ʱ´«³»­ ÝÎßÒÛ ÌÎßÒÍÐÑÎÌßÌ×ÑÒ ÙÎÑËÐ îïë í íçï îíð ëéð èçéí éúíÎ ÍÖÖ éïë çêì ï îíçíîè îêðëïë êÛÏÌÉ éëç îéï îí ð îïð éú ìèèìíï ë íÎÊÛÏÌ éÓÉÈ×ÊíÃÉÈ×Ê íÃÉÈ×Ê í îì ï ïêíð ùÓÈÓ×ÉìÍÓÎÈìÍÓÎÈ ìë íçê ð êêð íëì êîð ìéè ïïï ìï ïííí ïðð ïêì ïðìê ïéîð êëè ììî ìé ìïî ïîç îú çí êèì ïðé íÖÖÊÛÏÌ ð èì ð ð ïðïð ï ïðë î ïçéë öÍÊÚ×É îð ê íÃÉÈ×ÊìÈ ìðì ìêè í Ò±¬ ̱ ͽ¿´» ïéè êçí îëèð è ì é ð ëèï ÒÑÎÌØ ê ç ë ïð ïíê éêê íèðíé öÍÊÚ×É ïç íÃÉÈ×Ê é ìÍÓÎÈ ïç íëðì îð éïìïë ìê èì 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ÌÎßÒÍÐÑÎÌßÌ×ÑÒ ÙÎÑËÐ 494 Forbes Boulevard, EIR Evaluation of Global Climate Change Impacts Table GHG-2 Construction GHG Emission Factors EmissionCH EmissionNO EmissionCO to COe Ratio EquipmentCO 24222 12,32,3 FactorFactorFactor Type(GWP CH = 21) 4 (GWP NO = 310) (kg/gal)(kg/gal)(kg/gal) 2 Off-Road10.15 0.000580 0.000260 0.991 On-Road10.15 0.000031 0.000029 0.999 Vendor10.15 0.000031 0.000029 0.999 4 Autos n/an/an/a0.950 Sources: California Climate Action Registry, General Reporting Protocol: Reporting Entity-Wide Greenhouse Gas EmissionsVersion 3.1, 1. (2009) 96. 2.California Climate Action Registry, General Reporting Protocol: Reporting Entity-Wide Greenhouse as EmissionsVersion 3.1, (2009) 98, 100. 3.California Energy Commission, Diesel Use in California, Remarks by Commissioner James D. Boyd, (2002). It was assumed that heavy duty on-road trucks have a fuel economy of 6 miles per gallon based on this data source. 4.U.S. Environmental Protection Agency, Office of Transportation and Air Quality, Emission Facts - Greenhouse Gas Emissions from a Typical Passenger Vehicle (EPA420-F-05-004), (2005) 4. Passenger vehicle CO emissions are assumed to be 95% of GHG 2 equivalent basis. emissions on a CO 2 494 Forbes Boulevard, EIR Evaluation of Global Climate Change Impacts Table GHG-3 Construction GHG Emissions Annual COCO to COeAnnual COe ConstructionEquipmentAnnual CO 22222 1 YearTypeEmissionsEmissionsRatioEmissions (Tons CO/yr)(MT CO/yr)(MT COe/yr) 222 2010Off-Road224.40 203.57 0.991 205.43 2010On-Road4.94 4.48 0.999 4.49 2010Vendor62.87 57.03 0.999 57.09 2010Worker/Autos256.06 232.29 0.950 244.52 Total 2010548.27 497.38 511.53 2011Off-Road421.51 382.39 0.991 385.88 2011On-Road- - 0.999 - 2011Vendor113.39 102.87 0.999 102.96 2011Worker/Autos458.35 415.81 0.950 437.69 Total 2011993.25 901.06 926.54 2012Off-Road423.13 383.86 0.991 387.37 2012On-Road- - 0.999 - 2012Vendor113.83 103.26 0.999 103.36 2012Worker/Autos460.38 417.65 0.950 439.63 Total 2012997.34 904.77 930.36 2013Off-Road423.13 383.86 0.991 387.37 2013On-Road- - 0.999 - 2013Vendor113.83 103.26 0.999 103.36 2013Worker/Autos460.64 417.89 0.950 439.88 Total 2013997.60 905.01 930.61 2014Off-Road397.62 360.71 0.991 364.01 2014On-Road0.94 0.85 0.999 0.85 2014Vendor94.98 86.16 0.999 86.25 2014Worker/Autos393.52 357.00 0.950 375.78 Total 2014887.06 804.73 826.90 2015Off-Road186.69 169.36 0.991 170.91 2015On-Road1.28 1.16 0.999 1.16 2015Vendor29.33 26.61 0.999 26.63 2015Worker/Autos125.68 114.01 0.950 120.02 Total 2015342.98 311.15 318.72 Total4,766.50 4,324.10 4,444.65 Sources: 1.Estimated CO emissions from URBEMIS2007. 2 Where: CH Methane 4 CO Carbon dioxide 2 COe Carbon dioxide equivalent 2 galGallons GWPGlobal warming potential kgKilograms MTMetric ton NO Nitrous oxide 2 yrYear 494 Forbes Boulevard, EIR Evaluation of Global Climate Change Impacts Table GHG-8 Wasterwater Treatment Electrical Demand GHG Emissions eAnnual COe BuildoutNet WastewaterElectricalAnnualCO 22 123 YearGeneration RateDemand FactorDemand FactorEmision FactorEmissions 6 (10kW-hr/yr) 6 e/10 kW-hr)(MT COe/yr) (MG/yr)(kW-hr/MG)(MT CO 22 Office/R&D29.20 1,911 0.06 962.51 53.71 Sources: Draft EIR. 1. California Energy Commission, Refining Estimates of Water-Related Energy Use in California, PIER Final Project Report (CEC-500-2006-118). 2. Prepared by Navigant Consulting, Inc., (2006) 22. California Climate Action Registry, "Reporting Online Tool, Public Annual Entity Emissions," Southern California Edison, PUP Report, (2006), 3. http://www.climateregistry.org/CARROT/public/Reports.aspx. Where: COe Carbon dioxide equivalent 2 kW-hrKilowatt-hour MGMillion gallons MTMetric ton yrYear 494 Forbes Boulevard, EIR Evaluation of Global Climate Change Impacts Table GHG-9 Solid Waste GHG Emissions BuildoutSolid WasteCOeCaptureAnnual COe 22 123 GenerationEmission FactorEfficiency YearEmissions (MT COe/MT waste)(MT COe/yr) (MT/yr) 22 Office/R&D1,158.93 0.11 0%115.65 Sources: 1.Draft EIR. 2. U.S. Environmental Protection Agency, Office of Solid Waste and Emergency Response, Greenhouse Gas Emission Factors for Management of Selected Materials in Municipal Solid Waste (EPA-530-R-98-013), (1998). The factor is based on mixed municipal solid waste as disposed in landfills without landfill gas recovery. 3. Unknown landfill gas recovery percentage. Where: COe Carbon dioxide equivalent 2 MTMetric ton yrYear