Agenda packet — Moreno Valley City Council, January 18, 2022 (part 7 of 15)

7.02538 /
0 31.3755 0.2301 5.6500e00338.8136
Unrefrigerated
Warehouse-No
Rail

16.391 / 0 73.2026 0.5369 0.0132 90.5566
Total 104.5781 0.7670 0.0188 129.3702
Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 64 of 68 Date: 11/9/2020 1:38 PM Compass Danbe Centerpointe (Building 2 Operations - Trucks) - Riverside-South Coast County, Annual F.1.k
Packet Pg. 1993 Attachment: Appendix D-Energy Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124

8.1 Mitigation Measures Waste

7.02538 /
0 31.3755 0.2301 5.6500e00338.8136
Unrefrigerated
Warehouse-No
Rail

16.391 / 0 73.2026 0.5369 0.0132 90.5566
Total 104.5781 0.7670 0.0188 129.3702
Mitigated

8.0 Waste Detail
CalEEMod Version: CalEEMod.2016.3.2 Page 65 of 68 Date: 11/9/2020 1:38 PM Compass Danbe Centerpointe (Building 2 Operations - Trucks) - Riverside-South Coast County, Annual F.1.k
Packet Pg. 1994 Attachment: Appendix D-Energy Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 19.3227 1.1419 0.0000 47.8712
Unmitigated 19.3227 1.1419 0.0000 47.8712
Category/Year

28.56 5.7974 0.3426 0.0000 14.3629
Unrefrigerated
Warehouse-No
Rail

66.63 13.5253 0.7993 0.0000 33.5083
Total 19.3227 1.1419 0.0000 47.8712
Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 66 of 68 Date: 11/9/2020 1:38 PM Compass Danbe Centerpointe (Building 2 Operations - Trucks) - Riverside-South Coast County, Annual F.1.k
Packet Pg. 1995 Attachment: Appendix D-Energy Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124

28.56 5.7974 0.3426 0.0000 14.3629
Unrefrigerated
Warehouse-No
Rail

66.63 13.5253 0.7993 0.0000 33.5083
Total 19.3227 1.1419 0.0000 47.8712
Mitigated

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type Tractors/Loaders/Backhoes 1 4.00 365 200 0.37 CNG
CalEEMod Version: CalEEMod.2016.3.2 Page 67 of 68 Date: 11/9/2020 1:38 PM Compass Danbe Centerpointe (Building 2 Operations - Trucks) - Riverside-South Coast County, Annual F.1.k
Packet Pg. 1996 Attachment: Appendix D-Energy Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124

11.0 Vegetation
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Equipment Type tons/yr MT/yr
Tractors/Loaders/
Backhoes

0.0223 0.2313 0.1384 5.8000e0047.9800e0037.9800e0037.3400e0037.3400e0030.0000 50.7922 50.7922 0.0164 0.0000 51.2028 Total 0.0223 0.2313 0.1384 5.8000e0047.9800e0037.9800e0037.3400e0037.3400e0030.0000 50.7922 50.7922 0.0164 0.0000 51.2028 UnMitigated/Mitigated

10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
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Packet Pg. 1997 Attachment: Appendix D-Energy Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe Centerpointe Energy Analysis
13661-02 EA Report
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Packet Pg. 1998 Attachment: Appendix D-Energy Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Compass Danbe Centerpointe Energy Analysis
13661-02 EA Report
APPENDIX 4.4:

EMFAC2017
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Packet Pg. 1999 Attachment: Appendix D-Energy Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Source: EMFAC2017 (v1.0.3) Emissions Inventory
Region Type: Sub-Area
Region: Riverside (SC)
Calendar Year: 2021
Season: Annual
Vehicle Classification: EMFAC2007 Categories
Units: miles/day for VMT, trips/day for Trips, tons/day for Emissions, 1000 gallons/day for Fuel Consumption Region CalYr VehClass MdlYr Speed Fuel Population VMT Fuel_Consumption Fuel_Consumption Total Fuel VMT Total VMT Miles per Gallon Vehicle Class Riverside (SC) 2021 HHDT Aggregate Aggregate Gasoline 7.215312711 478.7902746 0.116984003 116.9840031 277046.8507 478.7902746 1907778.79 6.89 HHDT Riverside (SC) 2021 HHDT Aggregate Aggregate Diesel 15357.01372 1897939.939 272.9190782 272919.0782 1897939.939 Riverside (SC) 2021 HHDT Aggregate Aggregate Natural Gas 230.6715024 9360.06032 4.010788503 4010.788503 9360.06032 Riverside (SC) 2021 LDA Aggregate Aggregate Gasoline 563361.5495 23296504.67 743.7333054 743733.3054 748186.7602 23296504.67 23815537.74 31.83 LDA Riverside (SC) 2021 LDA Aggregate Aggregate Diesel 5219.69302 226458.8046 4.453454804 4453.454804 226458.8046 Riverside (SC) 2021 LDA Aggregate Aggregate Electricity 7550.910561 292574.2633 0 0 292574.2633 Riverside (SC) 2021 LDT1 Aggregate Aggregate Gasoline 58475.42768 2219909.251 83.25302578 83253.02578 83278.6274 2219909.251 2229816.247 26.78 LDT1 Riverside (SC) 2021 LDT1 Aggregate Aggregate Diesel 30.15411229 650.1856866 0.025601613 25.60161339 650.1856866 Riverside (SC) 2021 LDT1 Aggregate Aggregate Electricity 231.4028554 9256.810891 0 0 9256.810891 Riverside (SC) 2021 LDT2 Aggregate Aggregate Gasoline 177423.7963 7067860.432 283.8610373 283861.0373 285001.2247 7067860.432 7150158.923 25.09 LDT2 Riverside (SC) 2021 LDT2 Aggregate Aggregate Diesel 927.6206127 43422.04823 1.140187376 1140.187376 43422.04823 Riverside (SC) 2021 LDT2 Aggregate Aggregate Electricity 1222.520063 38876.44228 0 0 38876.44228 Riverside (SC) 2021 LHDT1 Aggregate Aggregate Gasoline 15655.58333 510348.3794 47.71514013 47715.14013 73701.04381 510348.3794 1048308.962 14.22 LHDT1 Riverside (SC) 2021 LHDT1 Aggregate Aggregate Diesel 15786.61692 537960.5827 25.98590368 25985.90368 537960.5827 Riverside (SC) 2021 LHDT2 Aggregate Aggregate Gasoline 2249.730422 74170.48849 7.924831239 7924.831239 18893.21821 74170.48849 281950.7642 14.92 LHDT2 Riverside (SC) 2021 LHDT2 Aggregate Aggregate Diesel 6056.795838 207780.2758 10.96838698 10968.38698 207780.2758 Riverside (SC) 2021 MCY Aggregate Aggregate Gasoline 27861.54696 183348.9736 4.828544708 4828.544708 4828.544708 183348.9736 183348.9736 37.97 MCY Riverside (SC) 2021 MDV Aggregate Aggregate Gasoline 154248.8417 5679894.563 285.6582866 285658.2866 290319.8938 5679894.563 5828882.689 20.08 MDV Riverside (SC) 2021 MDV Aggregate Aggregate Diesel 3020.678509 130330.5709 4.661607229 4661.607229 130330.5709 Riverside (SC) 2021 MDV Aggregate Aggregate Electricity 571.2528957 18657.55493 0 0 18657.55493 Riverside (SC) 2021 MH Aggregate Aggregate Gasoline 5071.35352 40199.38943 7.865862736 7865.862736 9356.598839 40199.38943 56300.53982 6.02 MH Riverside (SC) 2021 MH Aggregate Aggregate Diesel 1991.436876 16101.15039 1.490736104 1490.736104 16101.15039 Riverside (SC) 2021 MHDT Aggregate Aggregate Gasoline 1296.813166 52658.61531 10.17367434 10173.67434 78070.76178 52658.61531 784698.039 10.05 MHDT Riverside (SC) 2021 MHDT Aggregate Aggregate Diesel 12035.08457 732039.4237 67.89708744 67897.08744 732039.4237 Riverside (SC) 2021 OBUS Aggregate Aggregate Gasoline 440.9352614 15660.94555 3.076575652 3076.575652 4863.106605 15660.94555 31127.14567 6.40 OBUS Riverside (SC) 2021 OBUS Aggregate Aggregate Diesel 224.3920222 15466.20012 1.786530954 1786.530954 15466.20012 Riverside (SC) 2021 SBUS Aggregate Aggregate Gasoline 406.9191801 14544.86274 1.649581397 1649.581397 5165.645339 14544.86274 40891.79265 7.92 SBUS Riverside (SC) 2021 SBUS Aggregate Aggregate Diesel 832.5656654 26346.9299 3.516063942 3516.063942 26346.9299 Riverside (SC) 2021 UBUS Aggregate Aggregate Gasoline 163.4848401 23017.81637 3.736316018 3736.316018 10057.72142 23017.81637 49774.56312 4.95 UBUS Riverside (SC) 2021 UBUS Aggregate Aggregate Diesel 1.105797941 58.57190354 0.006566346 6.56634569 58.57190354 Riverside (SC) 2021 UBUS Aggregate Aggregate Electricity 0.058469431 1.251702935 0 0 1.251702935 Riverside (SC) 2021 UBUS Aggregate Aggregate Natural Gas 202.9076535 26696.92315 6.314839053 6314.839053 26696.92315 F.1.k
Packet Pg. 2000 Attachment: Appendix D-Energy Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Source: EMFAC2017 (v1.0.3) Emissions Inventory
Region Type: Sub-Area
Region: Riverside (SC)
Calendar Year: 2022
Season: Annual
Vehicle Classification: EMFAC2007 Categories
Units: miles/day for VMT, trips/day for Trips, tons/day for Emissions, 1000 gallons/day for Fuel Consumption Region CalYr VehClass MdlYr Speed Fuel Population VMT Fuel_Consumption Fuel_Consumption Total Fuel VMT Total VMT Miles per Gallon Vehicle Class Riverside (SC) 2022 HHDT Aggregate Aggregate Gasoline 6.576938112 469.290096 0.111263246 111.263246 276720.944 469.290096 1954241.273 7.06 HHDT Riverside (SC) 2022 HHDT Aggregate Aggregate Diesel 15714.36952 1943053.846 272.0962785 272096.2785 1943053.846 Riverside (SC) 2022 HHDT Aggregate Aggregate Natural Gas 263.7933161 10718.13672 4.513402274 4513.402274 10718.13672 Riverside (SC) 2022 LDA Aggregate Aggregate Gasoline 581991.6725 23700815.4 737.3963282 737396.3282 741995.8718 23700815.4 24314627.74 32.77 LDA Riverside (SC) 2022 LDA Aggregate Aggregate Diesel 5627.648407 239612.1354 4.599543626 4599.543626 239612.1354 Riverside (SC) 2022 LDA Aggregate Aggregate Electricity 9519.079074 374200.2044 0 0 374200.2044 Riverside (SC) 2022 LDT1 Aggregate Aggregate Gasoline 60037.51621 2261929.707 82.62273159 82622.73159 82646.09985 2261929.707 2277084.362 27.55 LDT1 Riverside (SC) 2022 LDT1 Aggregate Aggregate Diesel 27.76404389 601.6680241 0.023368267 23.36826688 601.6680241 Riverside (SC) 2022 LDT1 Aggregate Aggregate Electricity 356.2042589 14552.98677 0 0 14552.98677 Riverside (SC) 2022 LDT2 Aggregate Aggregate Gasoline 182118.8677 7165411.096 277.8915039 277891.5039 279116.8158 7165411.096 7265624.392 26.03 LDT2 Riverside (SC) 2022 LDT2 Aggregate Aggregate Diesel 1054.483634 48028.55818 1.225311901 1225.311901 48028.55818 Riverside (SC) 2022 LDT2 Aggregate Aggregate Electricity 1677.633962 52184.73813 0 0 52184.73813 Riverside (SC) 2022 LHDT1 Aggregate Aggregate Gasoline 15417.55767 499086.0807 46.20219857 46202.19857 71521.2169 499086.0807 1029280.982 14.39 LHDT1 Riverside (SC) 2022 LHDT1 Aggregate Aggregate Diesel 15837.49513 530194.9018 25.31901832 25319.01832 530194.9018 Riverside (SC) 2022 LHDT2 Aggregate Aggregate Gasoline 2252.42518 73474.64451 7.77372894 7773.72894 18506.82986 73474.64451 279062.9473 15.08 LHDT2 Riverside (SC) 2022 LHDT2 Aggregate Aggregate Diesel 6123.275766 205588.3028 10.73310092 10733.10092 205588.3028 Riverside (SC) 2022 MCY Aggregate Aggregate Gasoline 28171.90267 180969.5918 4.77114182 4771.14182 4771.14182 180969.5918 180969.5918 37.93 MCY Riverside (SC) 2022 MDV Aggregate Aggregate Gasoline 154199.5457 5597389.871 273.1677758 273167.7758 277942.5828 5597389.871 5763801.187 20.74 MDV Riverside (SC) 2022 MDV Aggregate Aggregate Diesel 3261.4865 137165.9419 4.774807066 4774.807066 137165.9419 Riverside (SC) 2022 MDV Aggregate Aggregate Electricity 916.717804 29245.37498 0 0 29245.37498 Riverside (SC) 2022 MH Aggregate Aggregate Gasoline 4849.122996 37965.37359 7.358586255 7358.586255 8794.495605 37965.37359 53583.34508 6.09 MH Riverside (SC) 2022 MH Aggregate Aggregate Diesel 1986.085476 15617.97149 1.43590935 1435.90935 15617.97149 Riverside (SC) 2022 MHDT Aggregate Aggregate Gasoline 1326.926938 54049.91102 10.27353802 10273.53802 76587.82765 54049.91102 794309.7864 10.37 MHDT Riverside (SC) 2022 MHDT Aggregate Aggregate Diesel 11907.6705 740259.8754 66.31428963 66314.28963 740259.8754 Riverside (SC) 2022 OBUS Aggregate Aggregate Gasoline 438.8357563 15270.69972 2.9578564 2957.8564 4724.84948 15270.69972 31059.30019 6.57 OBUS Riverside (SC) 2022 OBUS Aggregate Aggregate Diesel 222.2197269 15788.60048 1.766993079 1766.993079 15788.60048 Riverside (SC) 2022 SBUS Aggregate Aggregate Gasoline 417.9532809 14725.72528 1.664498557 1664.498557 5223.410044 14725.72528 41715.56692 7.99 SBUS Riverside (SC) 2022 SBUS Aggregate Aggregate Diesel 852.548169 26989.84164 3.558911487 3558.911487 26989.84164 Riverside (SC) 2022 UBUS Aggregate Aggregate Gasoline 164.4551683 23154.43353 3.756059553 3756.059553 10115.00541 23154.43353 50069.98905 4.95 UBUS Riverside (SC) 2022 UBUS Aggregate Aggregate Diesel 1.105797941 58.57190354 0.006566346 6.56634569 58.57190354 Riverside (SC) 2022 UBUS Aggregate Aggregate Electricity 0.058469431 1.251702935 0 0 1.251702935 Riverside (SC) 2022 UBUS Aggregate Aggregate Natural Gas 204.1188773 26855.73191 6.35237951 6352.37951 26855.73191 F.1.k
Packet Pg. 2001 Attachment: Appendix D-Energy Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe Centerpointe Energy Analysis
13661-02 EA Report
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Packet Pg. 2002 Attachment: Appendix D-Energy Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Geotechnical Engineering Investigation
Proposed Industrial Warehouse Development
SE and SW Corners of Allessandro Blvd and Chagall Ct
Moreno Valley, California

CDREP LLC
523 Main Street
El Segundo, California 90245
Attn: Mr. Mark Bachli
Project Number 21631-20
January 31, 2019
N orCal Engineering
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Packet Pg. 2003 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) January 31, 2020

CDREP LLC
523 Main Street
NorCal Engineering
Soils and Geotechnical Consultants
10641 Rumbolt Street Los Alamitos, CA 90720
(562) 799-9469 Fax (562) 799-9459
Project Number 21631-20
El Segundo, California 90245
Attn: Mr. Mark Bachli
RE: Geotechnical Engineering Investigation - Proposed Industrial Warehouse Development - Located at the Southeast and Southwest Corners of Allessandro Boulevard and Chagall Court, in the City of Moreno Valley, California Dear Mr. Bachli:

Pursuant to your request, this firm has performed a Geotechnical Engineering Investigation for the above referenced project in accordance with your approval of our proposal dated January 13, 2020. The purpose of this investigation is to evaluate the geotechnical conditions of the subject site and to provide recommendations for the proposed industrial warehouse development.

The scope of work included the following: 1) site reconnaissance; 2) subsurface geotechnical exploration and sampling; 3) laboratory testing; 4) soil infiltration testing; 5) engineering analysis of field and laboratory data; 5) preparation of a geotechnical engineering report. It is the opinion of this firm that the proposed development is feasible from a geotechnical standpoint provided that the recommendations presented in this report are followed in the design and construction of the project.

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1.0 Project Description
Project Number 21631-20
It is proposed to construct an industrial warehouse development consisting of a 102,669 and 295,470 square feet buildings as shown on the attached Site Plan by Herdman Architecture + Design dated December 18, 2019. The proposed concrete tilt-up buildings will be supported by a conventional slab-on-grade foundation system with perimeter-spread footings and isolated interior footings. Other improvements will include asphalt and concrete pavement areas, hardscape and landscaping.

It is assumed that the proposed grading for the development will include cut and fill procedures on the order of a few feet to achieve finished grade elevations. Final building plans shall be reviewed by this firm prior to submittal for city approval to determine the need for any additional study and revised recommendations pertinent to the proposed development, if necessary.

2.0 Site Description
The 18.05-acre subject property is located at the southeast and southwest corners of Allessandro Boulevard and Chagall Court, in the City of Moreno Valley. The generally rectangular-shaped parcel is elongated in an east to west direction with topography of the relatively level descending slightly from a north to south direction on the order of a few feet.

The site is undeveloped parcel covered with a low vegetation growth of natural grasses and weeds.

3.0 Site Exploration
The investigation consisted of the placement of ten (10) subsurface exploratory trenches by a backhoe to depths ranging between 5 and 15 feet and two (2) exploratory borings by a truck mounted drill rig both to a depth of 50 feet below current ground elevations. The explorations were visually classified and logged by a field engineer with locations of the subsurface explorations shown on the attached plan. The exploratory trenches/borings revealed the existing earth materials to consist of fill and natural soil. Detailed descriptions of the subsurface conditions are listed on the trench and boring logs in Appendix A.

NorCal Engineering
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Packet Pg. 2005 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) January 31, 2020

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Project Number 21631-20
It should be noted that the transition from one soil type to another as shown on the trench logs is approximate and may in fact be a gradual transition. The soils encountered are described as follows:

Fill: A fill soil classifying as a brown, fine to medium grained, silty to clayey SAND was encountered across the site to depths ranging from 1 to 1 ½ feet below ground surface.

These soils were noted to be loose and moist.

Natural: A natural undisturbed soil classifying as a brown, fine to medium grained, clayey to silty SAND to sandy CLAY was encountered beneath the upper fill soils. The native soils as encountered were observed to be dense/stiff to very dense/stiff and moist.

The overall engineering characteristics of the earth material were relatively uniform with each excavation. Groundwater was encountered to the depth of 33 and 39 feet ground surface in Borings B-1 and B-2 respectively, and no caving occurred.

4.0 Laboratory Tests
Relatively undisturbed samples of the subsurface soils were obtained to perform laboratory testing and analysis for direct shear, consolidation tests, and to determine in-place moisture/densities. These relatively undisturbed ring samples were obtained by driving a thinwalled steel sampler lined with one-inch long brass rings with an inside diameter of 2.42 inches into the undisturbed soils. Bulk bag samples were obtained in the upper soils for expansion index tests and maximum density tests. All test results are included in Appendix B, unless otherwise noted.

4.1 Field Moisture Content (ASTM: D 2216) and the dry density of the ring samples were determined in the laboratory. This data is listed on the logs of explorations.

4.2 Maximum Density tests (ASTM: D 1557) were performed on typical samples of the upper soils. Results of these tests are shown on Table I.

NorCal Engineering
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Packet Pg. 2006 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) January 31, 2020
Page4
Project Number 21631-20

4.3 Expansion Index tests (ASTM: D 4829) were performed on remolded samples of the upper soils to determine expansive characteristics. Results of these tests are provided on Table II.

4.4 Atterberg Limits (ASTM: D 4318) consisting of liquid limit, plastic limit and plasticity index were performed on representative soil samples. Results are shown on Table Ill.

4.5 Corrosion tests consisting of sulfate, pH, resistivity and chloride analysis to determine potential corrosive effects of soils on concrete and underground utilities. Test results are provided on Table IV.

4.6 R-Value test per California Test Method 301 was performed on a representative sample, which may be anticipated to be near subgrade to determine pavement design.

Results are provided within the pavement design section of the report.

4. 7 Direct Shear tests (ASTM: D 3080) were performed on undisturbed and/or remolded samples of the subsurface soils. The test is performed under saturated conditions at loads of 1,000 lbs./sq.ft., 2,000 lbs./sq.ft. , and 3,000 lbs./sq.ft. with results shown on Plates A and B.

4.8 Consolidation tests (ASTM: D 2435) were performed on undisturbed samples to determine the differential and total settlement which may be anticipated based upon the proposed loads. Water was added to the samples at a surcharge of one KSF and the settlement curves are plotted on Plates C to E.

5.0 Seismicity Evaluation
The proposed development lies outside of any Alquist Priolo Special Studies Zone and the potential for damage due to direct fault rupture is considered unlikely. The site is situated in an area of high regional seismicity and the San Jacinto (San Jacinto Valley) fault is located about 6 kilometers from the site. Ground shaking originating from earthquakes along other active faults in the region is expected to induce lower horizontal accelerations due to smaller anticipated earthquakes and/or greater distances to other faults.

NorCal Engineering
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Packet Pg. 2007 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) January 31, 2020

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Project Number 21631-20
The seismic design parameters are provided below and are based on the 2019 California Building Code (CBC) Standard ASCE/SEI 7-16. The data was obtained from the American Society of Civil Engineers (ASCE) website, https://asce7hazardtool.online/. The ASCE 7 Hazards Report is attached in Appendix C.

Seismic Design Acceleration Parameters
Latitude 33.916
Longitude -117.257
Site Class D
Risk Category 1/11/111
Mapped Spectral Response Acceleration Ss = 1.500
S1 = 0.600
Adjusted Maximum Acceleration SMs= 1.500
Design Spectral Response Acceleration Parameters Sos= 1.000 Peak Ground Acceleration PGAM = 0.674

6.0 Liquefaction Evaluation
The site is expected to experience ground shaking and earthquake activity that is typical of Southern California area. It is during severe ground shaking that loose, granular soils below the groundwater table can liquefy. A review of the exploratory boring log and the laboratory test results on selected soil samples obtained indicate the following soil classifications, field blowcounts and amounts of fines passing through the No. 200 sieve.

Field Blowcount and Gradation Data
Blowcounts Relative % Passing
Boring No. Classification (blows/ft) Density No. 200 Sieve B-1 (@ 5' SC >50 Very Dense 47
8-1 (@ 10' ML/CL >50 Very Stiff 62
8-1 (@ 15' SC 82 Very Dense 45
8-1 (@ 20' SC 76 Very Dense 44
8-1 (@ 25' SC >50 Very Dense 42
8-1 (@ 30' SC 34 Dense 42
8-1 (@ 35' SM 32 Dense 37
8-1 @40' CL 65 Very Stiff 60
8-1 (@ 45' CL 42 Dense 61
8-1 (@ 50' CL 36 Stiff 56
NorCal Engineering
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Packet Pg. 2008 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) January 31, 2020

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Boring No.
8-2@ 5'
8-2 (@ 10'
8-2 (@ 15'
8-2 @20'
B-2 @ 25'
8-2 @30'
8-2 (@ 35'
8-2 @ 40'
8-2 (@45'
8-2 (@ 50'
Classification
SM
SC
SM
SM
SC
SC
SC
SC
SC
SM
Blowcounts
(blows/ft)
>50
36 52
30 >50
41 42
56 46
37 Project Number 21631-20
Relative % Passing
Densitv No. 200 Sieve
Very Dense 21
Very Dense 47
Very Dense 33
Dense 14
Verv Dense 46
Verv Dense 45
Very Dense 40
Very Dense 48
Very Dense 47
Dense 29
The analysis indicates the potential for liquefaction at this site to be low based on the density of the subsurface soils. The associated seismic-induced settlements would be on the order of less than 3/4 inch and would occur rather uniformly across the site. Differential settlements would be on the order of ½ inch over a SO-foot (horizontal) distance. Thus, the design of the proposed construction in conformance with the latest Building Code provisions for earthquake design is expected to provide mitigation of ground shaking hazards that are typical to Southern California.

7.0 Infiltration Characteristics
Infiltration tests within the site were performed to provide preliminary infiltration rates for the purpose of planning and design of an on-site water disposal system. The infiltration tests consisted of the double ring infiltration test per ASTM Method D 3385. The field infiltration rate was computed using a reduction factor - Rt based on the field measurements with our calculations given in Appendix D. Based upon the results of our testing, the soils encountered in the planned on-site drainage disposal system area exhibit the following infiltration rates.

Test No. Depth Soil Classification Infiltration Rate
T-1 5' Silty SAND 26.8 in/hr
T-2 7.5' Sandy CLAY 0.1 in/hr
T-3 10' Sandy CLAY 0.7 in/hr
NorCal Engineering
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Project Number 21631-20
The correction factors CFt, CFv and CFs are given below based on soils at 5 to 10 feet from our field tests.
a) CFt = Rf =1.0 for our double ring infiltration test holes. b) CFv = 1.0 based on uniform soils encountered in three (3) trenches for infiltration tests.
c) CFs = 3.0 for long-term siltation, plugging and maintenance. The subsurface soils are likely to have some plugging and regular maintenance of storm water discharge devices is required.

Based on the results of our field testing, the subsurface soils encountered in the proposed onsite drainage disposal system at 5 feet below ground surface and into sandy soils shall utilize a design infiltration rate of 8 in/hr. The infiltration rate at a depth below 5 feet to 10 feet indicates the very stiff fine-grained clayey soils which are not suitable for seepage pits at the site. All systems must meet the latest county specifications and the California Regional Water Quality Control Board (CRWQCB) requirements.

It is recommended that foundations shall be setback a minimum distance of 10 feet from the drainage disposal system and the bottom of footing shall be a minimum of 10 feet from the expected zone of saturation. The boundary of the zone of saturation may be assumed to project downward from the top of the permeable portion of the disposal system at an inclination of 1 to 1 or flatter, as determined by the geotechnical engineer.

8.0 Conclusions and Recommendations
Based upon our evaluations, the proposed development is acceptable from a geotechnical engineering standpoint. By following the recommendations and guidelines set forth in our report, the structures will be safe from excessive settlements under the anticipated design loadings and conditions. The proposed development shall meet all requirements of the City Building Ordinance and will not impose any adverse effect on existing adjacent structures.

NorCal Engineering
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Project Number 21631-20
The following recommendations are based upon soil conditions encountered in our field investigation; these near-surface soil conditions could vary across the site. Variations in the soil conditions may not become evident until the commencement of grading operations for the proposed development and revised recommendations from the soils engineer may be necessary based upon the conditions encountered.

It is recommended that site inspections be performed by a representative of this firm during all grading and construction of the development to verify the findings and recommendations documented in this report. Any unusual conditions which may be encountered in the course of the project development may require the need for additional study and revised recommendations.

8.1 Site Grading Recommendations
Any vegetation and/or demolition debris shall be removed and hauled from proposed grading areas prior to the start of grading operations. Existing vegetation shall not be mixed or disced into the soils. Any removed soils may be reutilized as compacted fill once any deleterious material or oversized materials (in excess of eight inches) is removed. Grading operations shall be performed in accordance with the attached Specifications for Placement of Compacted Fill.

8.1.1 Removal and Recompaction Recommendations
All disturbed soils and/or fill (about 1 to 1 ½ feet below ground surface) shall be removed to competent native material, the exposed surface scarified to a depth of 12 inches, brought to within 2% of optimum moisture content and compacted to a minimum of 90% of the laboratory standard (ASTM: D 1557) prior to placement of any additional compacted fill soils, foundations, slabs-on-grade and pavement. Grading shall extend a minimum of five horizontal feet outside the edges of foundations or equidistant to the depth of fill placed, whichever is greater.

It is possible that isolated areas of undiscovered fill not described in this report are present on site; if found, these areas should be treated as discussed earlier. A diligent search shall also be conducted during grading operations in an effort to uncover any underground structures, irrigation or utility lines. If encountered, these structures and lines shall be either removed or properly abandoned prior to the proposed construction.

NorCal Engineering
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Project Number 21631-20
Any imported fill material should be preferably soil similar to the upper soils encountered at the subject site. All soils shall be approved by this firm prior to importing at the site and will be subjected to additional laboratory testing to assure concurrence with the recommendations stated in this report.

If placement of slabs-on-grade and pavement is not completed immediately upon completion of grading operations, additional testing and grading of the areas may be necessary prior to continuation of construction operations. Likewise, if adverse weather conditions occur which may damage the subgrade soils, additional assessment by the soils engineer as to the suitability of the supporting soils may be needed.

Care should be taken to provide or maintain adequate lateral support for all adjacent improvements and structures at all times during the grading operations and construction phase.

Adequate drainage away from the structures, pavement and slopes should be provided at all times.

8.1.2 Fill Blanket Recommendations
Due to the potential for differential settlement of foundations placed on compacted fill and native materials, it is recommended that all foundations including floor slab areas be underlain by a uniform compacted fill blanket at least two feet in thickness. This fill blanket shall extend a minimum of five horizontal feet outside the edges of foundations or equidistant to the depth of fill placed, whichever is greater.

8.2 Shrinkage and Subsidence
Results of our in-place density tests reveal that the soil shrinkage will be less than 5% due to excavation and recompaction, based upon the assumption that the fill is compacted to 92% of the maximum dry density per ASTM standards. Subsidence should be 0.2 feet die to earthwork operations. The volume change does not include any allowance for vegetation or organic stripping, removal of subsurface improvements, or topographic approximations.

NorCal Engineering
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Project Number 21631-20
Although these values are only approximate, they represent our best estimate of lost yardage, which will likely occur during grading. If more accurate shrinkage and subsidence factors are needed, it is recommended that field testing the actual equipment and grading techniques should be conducted.

8.3 Temporary Excavations
Temporary unsurcharged excavations in the existing site materials may be made at vertical inclinations up to 4 feet in height unless cohesionless soils are encountered. In areas where soils with little or no binder are encountered, where adverse geological conditions are exposed, or where excavations are adjacent to existing structures, shoring or flatter excavations may be required. The temporary cut slope gradients given above do not preclude local raveling and sloughing. All excavations shall be made in accordance with the requirements of the soils engineer, CAL-OSHA and other public agencies having jurisdiction. Care should be taken to provide or maintain adequate lateral support for all adjacent improvements and structures at all times during the grading operations and construction phase.

8.4 Foundation Design
All foundations may be designed utilizing the following allowable bearing capacities for an embedded depth of 24 inches into approved engineered fill with the corresponding widths:

Allowable Bearing Capacity (psf)
Width (feet) Continuous Foundation Isolated Foundation

1.5 2000 2500

2.0 2075 2575

4.0 2375 2875

6.0 2500 3000
The bearing value may be increased by 500 psf for each additional foot of depth in excess of the 18-inch minimum depth, up to a maximum of 4,000 psf. A one-third increase may be used when considering short-term loading and seismic forces. Any foundations located along property line may utilize an allowable bearing capacity of 1,500 psf and embedded into competent native soils. All foundations shall be reinforced a minimum of one, No. 4 bar, top and bottom. A representative of this firm shall inspect all foundation excavations prior to pouring concrete.

NorCal Engineering
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8.5 Settlement Analysis
Project Number 21631-20
Resultant pressure curves for the consolidation tests are shown on Plates C and D.

Computations utilizing these curves and the recommended allowable soil bearing capacities reveal that the foundations will experience settlements on the order of ¾ inch and differential settlements of less than¼ inch.

8.6 Lateral Resistance
The following values may be utilized in resisting lateral loads imposed on the structure.

Requirements of the California Building Code should be adhered to when the coefficient of friction and passive pressures are combined.

Coefficient of Friction - 0.35
Equivalent Passive Fluid Pressure= 200 lbs./cu.ft.

Maximum Passive Pressure = 2,000 lbs./cu.ft.

The passive pressure recommendations are valid only for approved compacted fill soils or competent native materials.

8. 7 Retaining Wall Design Parameters
Active earth pressures against retaining walls will be equal to the pressures developed by the following fluid densities. These values are for approved granular backfill material placed behind the walls at various ground slopes above the walls.

Surface Slope of Retained Materials Equivalent Fluid Density (Horizontal to Vertical (lb./cu.ft.)
Level 30
5 to 1 35
4 to 1 38
3 to 1 40
2 to 1 45
NorCal Engineering
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Project Number 21631-20
Any applicable short-term construction surcharges and seismic forces should be added to the above lateral pressure values. An equivalent fluid pressure of 45 pcf may be utilized for the restrained wall condition with a level grade behind the wall.

The seismic-induced lateral soil pressure for walls greater than 6 feet may be computed using a triangular pressure distribution with the maximum value at the top of the wall. The maximum lateral pressure of (20 pcf) H where H is the height of the retained soils above the wall footing should be used in final design of retaining walls. Sliding resistance values and passive fluid pressure values may be increased by 1/3 during short-term wind and seismic loading conditions.

All walls shall be waterproofed as needed and protected from hydrostatic pressure by a reliable permanent subdrain system. The granular backfill to be utilized immediately adjacent to retaining walls shall consist of an approved select granular soil with a sand equivalency greater than 30. This backfill zone of free draining material shall consist of a wedge beginning a minimum of one horizontal foot from the base of the wall extending upward at an inclination of no less than ¾ to 1 (horizontal to vertical).

8.8 Slab Design
All concrete slabs shall be a minimum of six inches in thickness in the proposed warehouse areas and four inches in office and hardscape both reinforced a minimum of No. 3 bars, sixteen inches in each direction and positioned in the center of slab and placed on approved subgrade soils. Additional reinforcement requirements and an increase in thickness of the slabs-ongrade may be necessary based upon soils expansion potential and proposed loading conditions in the structures and should be evaluated further by the project engineers and/or architect. All subgrade soils shall be moisture conditioned to 3% over optimum moisture content to a depth eighteen inches.

NorCal Engineering
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Project Number 21631-20
A vapor retarder (10-mil minimum thickness) should be utilized in areas which would be sensitive to the infiltration of moisture. This retarder shall meet requirements of ASTM E 96, Water Vapor Transmission of Materials and ASTM E 17 45, Standard Specification for Water Vapor Retarders used in Contact with Soil or Granular Fill Under Concrete Slabs. The vapor retarder shall be installed in accordance with procedures stated in ASTM E 1643, Standard practice for Installation of Water Vapor Retarders used in Contact with Earth or Granular Fill Under Concrete Slabs.

The moisture retarder may be placed directly upon compacted subgrade soils conditioned to near optimum moisture levels, although one to two inches of sand beneath the membrane is desirable. The subgrade upon which the retarder is placed shall be smooth and free of rocks, gravel or other protrusions which may damage the retarder. Use of sand above the retarder is under the purview of the structural engineer; if sand is used over the retarder, it should be placed in a dry condition.

8.9 Pavement Section Design
The table on the following page provides a preliminary pavement design based upon an RValue of 16 for the subgrade soils for the proposed pavement areas. Final pavement design may need to be based on R-Value testing of the subgrade soils near the conclusion of site grading to assure that these soils are consistent with those assumed in this preliminary design.

The recommendations are based upon estimated traffic loads. Client should submit any other anticipated traffic loadings to the geotechnical engineer, if necessary, so that pavement sections may be reviewed to determine adequacy to support the proposed loadings.

Type of Traffic Traffic Index Asphalt (in.) Base Material (in.) Automobile Parking Stalls 4.0 3.0 6.0
Light Vehicle Circulation Areas 5.5 3.5 9.5
Heavy Truck Access Areas 7.0 4.0 14.0
NorCal Engineering
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Project Number 21631-20
Any concrete slab-on-grade in pavement areas shall be a minimum of seven inches in thickness and may be placed on approved subgrade soils. All pavement areas shall have positive drainage toward an approved outlet from the site. Drain lines behind curbs and/or adjacent to landscape areas should be considered by client and the appropriate design engineers to prevent water from infiltrating beneath pavement. If such infiltration occurs, damage to pavement, curbs and flow lines, especially on sites with expansive soils, may occur during the life of the project.

Any approved base material shall consist of a Class II aggregate or equivalent and should be compacted to a minimum of 95% relative compaction. All pavement materials shall conform to the requirements set forth by the City of Moreno Valley. The base material; and asphaltic concrete should be tested prior to delivery to the site and during placement to determine conformance with the project specifications. A pavement engineer shall designate the specific asphalt mix design to meet the required project specifications.

8.10 Utility Trench and Excavation Backfill
Trenches from installation of utility lines and other excavations may be backfilled with on-site soils or approved imported soils compacted to a minimum of 90% relative compaction. All utility lines shall be properly bedded with clean sand having a sand equivalency rating of 30 or more.

This bedding material shall be thoroughly water jetted around the pipe structure prior to placement of compacted backfill soils.

8.11 Corrosion Design Criteria
Representative samples of the surficial soils, typical of the subgrade soils expected to be encountered within foundation excavations and underground utilities were tested for corrosion potential. The minimum resistivity value obtained for the samples tested is representative of an environment that may be severely corrosive to metals. The soil pH value was considered mildly alkaline and may not have a significant effect on soil corrosivity. Consideration should be given to corrosion protection systems for buried metal such as protective coatings, wrappings or the use of PVC where permitted by local building codes.

NorCal Engineering
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Project Number 21631-20
According to Table 4.3.1 of ACI 318 Building Code and Commentary, these contents revealed negligible sulfate concentrations. Therefore, a Type II cement according to latest CBC specifications may be utilized for building foundations at this time. It is recommended that additional sulfate tests be performed at the completion of site grading to assure that the as graded conditions are consistent with the recommendations stated in this design. Corrosion test results may be found on the attached Table IV.

8.12 Expansive Soil
Since expansive soils were encountered, special attention should be given to the project design and maintenance. The attached Expansive Soil Guidelines should be reviewed by the engineers, architects, owner, maintenance personnel and other interested parties and considered during the design of the project and future property maintenance.

9.0 Closure
The recommendations and conclusions contained in this report are based upon the soil conditions uncovered in our test excavations. No warranty of the soil condition between our excavations is implied. NorCal Engineering should be notified for possible further recommendations if unexpected to unfavorable conditions are encountered during construction phase. It is the responsibility of the owner to ensure that all information within this report is submitted to the Architect and appropriate Engineers for the project.

A preconstruction conference should be held between the developer, general contractor, grading contractor, city inspector, architect, and geotechnical engineer to clarify any questions relating to the grading operations and subsequent construction. Our representative should be present during the grading operations and construction phase to certify that such recommendations are complied within the field.

NorCal Engineering
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Project Number 21631-20
This geotechnical investigation has been conducted in a manner consistent with the level of care and skill exercised by members of our profession currently practicing under similar conditions in the Southern California area. No other warranty, expressed or implied is made.

We appreciate this opportunity to be of service to you. If you have any further questions, please do not hesitate to contact the undersigned.

Respectfully submitted,

NORCAL ENGINEERIN
Keith D. Tucker
Project Engineer
R.G.E. 841
NorCal Engineering
Scott D. Spensiero
Project Manager
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Project Number 21631-20

SPECIFICATIONS FOR PLACEMENT OF COMPACTED FILL
Excavation
Any existing low-density soils and/or saturated soils shall be removed to competent natural soil under the inspection of the Geotechnical Engineering Firm. After the exposed surface has been cleansed of debris and/or vegetation, it shall be scarified until it is uniform in consistency, brought to the proper moisture content and compacted to a minimum of 90% relative compaction (in accordance with ASTM: D 1557).

In any area where a transition between fill and native soil or between bedrock and soil are encountered, additional excavation beneath foundations and slabs will be necessary in order to provide uniform support and avoid differential settlement of the structure.

Material for Fill
The on-site soils or approved import soils may be utilized for the compacted fill provided they are free of any deleterious materials and shall not contain any rocks, brick, asphaltic concrete, concrete or other hard materials greater than eight inches in maximum dimensions. Any import soil must be approved by the Geotechnical Engineering firm a minimum of 72 hours prior to importation of site.

Placement of Compacted Fill Soils
The approved fill soils shall be placed in layers not excess of six inches in thickness. Each lift shall be uniform in thickness and thoroughly blended. The fill soils shall be brought to within 2% of the optimum moisture content, unless otherwise specified by the Soils Engineering firm.

Each lift shall be compacted to a minimum of 90% relative compaction (in accordance with ASTM: D 1557) and approved prior to the placement of the next layer of soil. Compaction tests shall be obtained at the discretion of the Geotechnical Engineering firm but to a minimum of one test for every 500 cubic yards placed and/or for every 2 feet of compacted fill placed.

NorCal Engineering
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Project Number 21631-20
The minimum relative compaction shall be obtained in accordance with accepted methods in the construction industry. The final grade of the structural areas shall be in a dense and smooth condition prior to placement of slabs-on-grade or pavement areas. No fill soils shall be placed, spread or compacted during unfavorable weather conditions. When the grading is interrupted by heavy rains, compaction operations shall not be resumed until approved by the Geotechnical Engineering firm.

Grading Observations
The controlling governmental agencies should be notified prior to commencement of any grading operations. This firm recommends that the grading operations be conducted under the observation of a Soils Engineering firm as deemed necessary. A 24-hour notice must be provided to this firm prior to the time of our initial inspection.

Observation shall include the clearing and grubbing operations to assure that all unsuitable materials have been properly removed; approve the exposed subgrade in areas to receive fill and in areas where excavation has resulted in the desired finished grade and designate areas of overexcavation; and perform field compaction tests to determine relative compaction achieved during fill placement. In addition, all foundation excavations shall be observed by the Geotechnical Engineering firm to confirm that appropriate bearing materials are present at the design grades and recommend any modifications to construct footings.

NorCal Engineering
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EXPANSIVE SOIL GUIDELINES
Project Number 21631-20
The following expansive soil guidelines are provided for your project. The intent of these guidelines is to inform you, the client, of the importance of proper design and maintenance of projects supported on expansive soils. You, as the owner or other interested party, should be warned that you have a duty to provide the information contained in the soil report including these guidelines to your design engineers, architects, landscapers and other design parties in order to enable them to provide a design that takes into consideration expansive soils.

In addition, you should provide the soil report with these guidelines to any property manager, Jessee, property purchaser or other interested party that will have or assume the responsibility of maintaining the development in the future.

Expansive soils are fine-grained silts and clays which are subject to swelling and contracting.

The amount of this swelling and contracting is subject to the amount of fine-grained clay materials present in the soils and the amount of moisture either introduced or extracted from the soils. Expansive soils are divided into five categories ranging from "very low" to "very high".

Expansion indices are assigned to each classification and are included in the laboratory testing section of this report. If the expansion index of the soils on your site, as stated in this report, is 21 or higher, you have expansive soils. The classifications of expansive soils are as follows:

Classification of Expansive Soil*
Expansion Index Potential Expansion
0-20 Very Low
21-50 Low
51-90 Medium
91-130 High
Above 130 Very High
*From Table 18A-I-B of California Building Code (1988)
NorCal Engineering
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Project Number 21631-20
When expansive soils are compacted during site grading operations, care is taken to place the materials at or slightly above optimum moisture levels and perform proper compaction operations. Any subsequent excessive wetting and/or drying of expansive soils will cause the soil materials to expand and/or contract. These actions are likely to cause distress of foundations, structures, slabs-on-grade, sidewalks and pavement over the life of the structure.

It is therefore imperative that even after construction of improvements, the moisture contents are maintained at relatively constant levels, allowing neither excessive wetting or drying of soils.

Evidence of excessive wetting of expansive soils may be seen in concrete slabs, both interior and exterior. Slabs may lift at construction joints producing a trip hazard or may crack from the pressure of soil expansion. Wet clays in foundation areas may result in lifting of the structure causing difficulty in the opening and closing of doors and windows, as well as cracking in exterior and interior wall surfaces. In extreme wetting of soils to depth, settlement of the structure may eventually result. Excessive wetting of soils in landscape areas adjacent to concrete or asphaltic pavement areas may also result in expansion of soils beneath pavement and resultant distress to the pavement surface.

Excessive drying of expansive soils is initially evidenced by cracking in the surface of the soils due to contraction. Settlement of structures and on-grade slabs may also eventually result along with problems in the operation of doors and windows.

Projects located in areas of expansive clay soils will be subject to more movement and "hairline" cracking of walls and slabs than similar projects situated on non-expansive sandy soils. There are, however, measures that developers and property owners may take to reduce the amount of movement over the life the development. The following guidelines are provided to assist you in both design and maintenance of projects on expansive soils:

NorCal Engineering
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Project Number 21631-20
• Drainage away from structures and pavement is essential to prevent excessive wetting of expansive soils. Grades should be designed to the latest building code and maintained to allow flow of irrigation and rain water to approved drainage devices or to the street. Any "ponding" of water adjacent to buildings, slabs and pavement after rains is evidence of poor drainage; the installation of drainage devices or regrading of the area may be required to assure proper drainage.

Installation of rain gutters is also recommended to control the introduction of moisture next to buildings. Gutters should discharge into a drainage device or onto pavement which drains to roadways.
• Irrigation should be strictly controlled around building foundations, slabs and pavement and may need to be adjusted depending upon season. This control is essential to maintain a relatively uniform moisture content in the expansive soils and to prevent swelling and contracting. Over-watering adjacent to improvements may result in damage to those improvements. NorCal Engineering makes no specific recommendations regarding landscape irrigation schedules. • Planting schemes for landscaping around structures and pavement should be analyzed carefully. Plants (including sod) requiring high amounts of water may result in excessive wetting of soils. Trees and large shrubs may actually extract moisture from the expansive soils, thus causing contraction of the fine-grained soils. • Thickened edges on exterior slabs will assist in keeping excessive moisture from entering directly beneath the concrete. A six-inch thick or greater deepened edge on slabs may be considered. Underlying interior and exterior slabs with 6 to 12 inches or more of non-expansive soils and providing presaturation of the underlying clayey soils as recommended in the soil report will improve the overall performance of on-grade slabs.

NorCal Engineering
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Project Number 21631-20
• Increase the amount of steel reinforcing in concrete slabs, foundations and other structures to resist the forces of expansive soils. The precise amount of reinforcing should be determined by the appropriate design engineers and/or architects. • Recommendations of the soil report should always be followed in the development of the project. Any recommendations regarding presaturation of the upper subgrade soils in slab areas should be performed in the field and verified by the Soil Engineer.

NorCal Engineering
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Packet Pg. 2025 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) I
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SOCLS AND GEOTECHNICAL CONSULTANTS SITE PLAN
PROJECT 21631-20 DATE FEBRUARY 2020
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List of Appendices
(in order of appearance)
Appendix A - Log of Excavations
Log of Trenches T-1 to T-10
Log of Borings B-1 and B-2
Appendix B - Laboratory Tests
Table I - Maximum Dry Density
Table II - Expansion
Table Ill -Atterberg Limits
Table IV - Corrosion
Plates A and B - Direct Shear
Plates C and D - Consolidation
Project Number 21631-20
Appendix C -ASCE Seismic Hazards Report and Maps
ASCE Seismic Hazards Report
USGS - Riverside East Quadrangle
Moreno Valley Geology and Seismic Hazards Maps
Liquefaction Calculations
Appendix D - Soil Infiltration Data
NorCal Engineering
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Packet Pg. 2027 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) January 31, 2020 Project Number 21631-20
Appendix A
NorCal Engineering
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Packet Pg. 2028 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) COARSE

GRAINED
SOILS

MORE THAN
50%0F

MATERIAL
IS~
THAN NO.
200 SIEVE
SIZE
FINE

GRAINED
SOILS

MORE THAN
50%OF

MATERIAL

IS SMALLER
THAN NO.
200 SIEVE
SIZE

MAJOR DIVISION
GRAVEL
AND

GRAVELLY
SOILS

MORE THAN
50%OF
COARSE

FRACTION

RETAINED ON
N0.4SIEVE

CLEAN GRAVELS
(LITTLE OR NO
FINES)

GRAVELS

WITH FINES
(APPRECIABLE

AMOUNT OF
FINES\

GRAPHIC LETTER
RVMRnl ~VI\IAOI
••
•••
•-
.·W
GW
GP
GM
1,s GC
1-----+--------+~r.S~-~~~~ ~.,. . .,. . .,. i:!' ......... . .,. . .,. . .,,.

SAND
AND
SANDY
SOILS

MORE THAN
50%OF
COARSE

FRACTION

PASS(NGON
N0.4S1EVE
SILTS
ANO
CLAYS
SILTS
AND
CLAYS

CLEAN SAND
(LITTLE OR NO
FINES)

SANDS WITH
FINE
(APPRECIABLE

AMOUNT OF
FINES)

LIQUID LIMIT
IS:J:::J:::TMAN!in

LIQUID LIMIT

GREATER THAN
SD

HIGHLY ORGANIC SOILS
SW
~-':.~~--t'
SP
..... • I • •
lo • • SM
SC
Ml
CL
- -- ' - - - ---· OL --- - - -. - -- MH
CH
OH
PT

TYPICAL DESCRIPTIONS

WELL-GRADED GRAVELS, GRAVEL,

SANO MIXTURES, LITTLE OR NO FINES

POORLY-GRADED GRAVELS,

GRAVEL-SANO MIXTURES, LITTLE

OR NO FINES
SIL lY GRAVELS, GRAVEL-SANDSILT MIXTURES
CLAYEY GRAVELS, GRAVEL-SAND·

CLAY MIXTURES

WELL-GRADED SANDS, GRAVELLY

SANDS, LITTLE OR NO FINES
POORL Y-GRADEO SANDS, GRAVELLY SANDS, LITTLE OR NO FINES

SILTY SANDS, SANO-SILT

MIXTURES

CLAYEY SANDS, SAND-CLAY

MIXTURES

INORGANIC SIL TS AND VERY FINE
SANDS, ROCK FLOUR, SIL iY OR

CLAYEY FINE SANDS OR CLAYEY

SIL TS WITH SLIGHT PLASTICITY

INORGANIC CLAYS OF LOW TO

MEDIUM PLASTICITY, GRAVELLY

CLAYS, SANDY CLAYS, SILTY
CLAYS. LEAN CLAYS

ORGANIC SIL TS AND ORGANIC
Sil TY CLAYS OF LOW PLASTICITY

INORGANIC SIL TS, MICACEOUS OR

OIATOMACEOUS FINE SAND OR

SILTY SOILS

INORGANIC CLAYS OF HIGH

PLASTICITY, FAT CLAYS
ORGANIC CLAYS OF ME.DIUM TO

HIGH PLASTICITY, ORGANIC SILTS
PEAT. HUMUS, SWAMP SOILS WITH

HIGH ORGANIC CONTENTS
NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS

UNIFIED SOIL CLASSIFICATION SYSTEM
NorCar Engineering
F.1.l
Packet Pg. 2029 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) KEY:
• Indicates 2.5-inch Inside Diameter. Ring Sample.
[8J Indicates 2-inch OD Split Spoon Sample (SPT).
[SJ Indicates Shelby Tube Sample.
[I] Indicates No Recovery.
[] Indicates SPT with 140# Hammer 30 in. Drop.

El Indicates Bulk Sample.
~ Indicates Small Bag Sample.
[] Indicates Non-Standard
Indicates Core Run.

COMPONENT DEFINITIONS

COMPONENT SIZE RANGE
Boulders L8rger than 12 in
Cobbles 3 in to 12 in
Gravel 3 in to No 4 (4.5mm )
Coarse gravel 3 in lo 3/4 in
Fine gravel 3/4 In to No 4 ( 4.5mm }
Sand No. 4 ( 4.5mm ) to No. 200 ( 0.074mm )
Coarse sand No. 4 ( 4.5 mm ) to No. 10 ( 2.0 mm )
Medium sand No. 10 ( 2.0 mm) to No. 40 ( 0.42 mm)
Fine sand No. 40 ( 0.42 mm ) lo No. 200 ( 0.074 mm )
Sill and Clay Smaller than No. 200 ( 0.074 mm l

COMPONENT PROPORTIONS

DESCRIPTIVE TERMS RANGE OF PROPORTION
Trace 1 • 5%
Few 5-10%
Llttle 10-20%
Some 20-35%
And 35 • 50%

MOISTURE CONTENT
DRY
DAMP
MOIST
WET
Absence of moisture, dusty,
dry to !he touch.

Some perceptible
moisture; below optimum
No visible waler; near optimum
moisture .content
Vlslble free water, usually
soil is below water table.

RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N -VALUE

COHESIONLESS SOILS COHESIVE SOILS
Density N ( blows/ft ) Consistency N (blows/ft ) Approximate Undrained Shear
strength (psf)
Very Loose 0 to4 Very Soft 0 lo2 <250
Loose 4 to 10 Solt 2 to4 250-500
Medium Dense 10 to 30 Medium Stiff 4108 500-1000
Dense 30 to 50 Stiff 8 to 15 1000 • 2000
Very Dense over SO Very Stiff 15to3D 2000-4000
Hard over 30 '> 4000
NorCal Engineering
F.1.l
Packet Pg. 2030 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) CORE:~ Log of Trench T-1
21631-20
Boring Location: Alessandro & Chagall Ct, More1 ~o Valley Date of Drilling: 1/20/2020 Groundwater Depth: None Encountered Drilling Method: Backhoe
Hammer Weight: Drop:

Surface Elevation: Not Measured
Depth Lith- Samples Laboratory
(feet) ology Material Description :&: .l!l ~ ];- ;i!. G) :I ~iii Cl, 0 C . - - GI C >, - :I Ill cc = I I- mo ~ G) IL 0
-- 0
0 0 0 ... . - FILL - .. .
- . ~ \ Silty SAND I . . . . $
- . . C Brown, loose, moist . . . § - . NATURAL . ., . . 0 Silty SAND - . . C . . i Brown, dense to very dense, moist - 5 . :

Trench completed at depth of 5' -
-
-
._
-10
-
-
-
-
-15
-
-
-
-
-20
-
-
-
-
-25
-
-
-
-
- 30
-
-
-
-
-35
NorCal Engineering 1
F.1.l
Packet Pg. 2031 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) ii;]
Q
~ ;;i
i,j
'ti
0 g>
d
l ..,
...
~ 0
w
~
~
"' 0
,:
"
...
~ 0
.!
;;:

E
0 ,:i. "
s "
:;
13 I
<(
UI
:::,
€
j
.c
~ ~ 0
0 "'
,:!
... " :,
UI
CDRE.t'
21631-20
Boring Location: Alessandro & Chagall Ct, More o Valley Log of Trench T-2
Date of Drilling: 1/20/2020 Groundwater Depth: None Encountered Drilling Method: Backhoe
Hammer Weight: Drop:

Surface Elevation: Not Measured
Depth Lith-
{feet) ology Material Description
0 5
10 15
20 25
30 35
FILL
Clayey SAND
Brown, loose, moist

NATURAL
Clayey SAND to Sandy CLAY
Brown, dense to very dense, moist
Trench completed at depth of 7.5'
NorCal Engineering
amp es
2 oratory
'I!- .,. -,:
·= E u. 0
(.I
F.1.l
Packet Pg. 2032 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) E
8 .c
u
!
l
CDRE:t' Log of Trench T -3
21631-20
Boring Location: Alessandro & Chagall Ct, More1 10 Valley Date of Drilling: 1/20/2020 Groundwater Depth: None Encountered Drilling Method: Backhoe
Hammer Weight: Drop:

Surface Elevation: Not Measured
Depth Lith- Samples Laboratory
(feet) ology Material Description 3: J!l ~ ~ ae.

CII .a ~iii I ;; Q. 0 C
~ - ::, 1/1 cc .5 ~ mo ~ CII LI. 0
- 0
0 C u
~ FILL • • • • .>.
-
~ ¥ \ Clayey SAND
- ~ Brown, loose, moist I
·:-_:;,.; 8 NATURAL - C: . .. a, I . 0 \ Clayey SAND - C . .. . i Brown, dense, moist - 5 .
. . . Silty SAND - . . . . Brown, dense, moist . . . . . - .. .
. -
~ Sandy CLAY
- Brown, stiff, moist
- 10 Trench completed at depth of 1 0'
-
-
-
-
- 15
-
-
-
-
-20
-
-
-
-
-25
-
-
-
-
- 30
-
-I-
-
-35
NorCal Engineering 3
F.1.l
Packet Pg. 2033 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 0 N
0 ~ i-1
CDREP
21631-20 Log of Trench T -4
Boring Location: Alessandro & Chagall Ct, More ~o Valley Date of Drilling: 1/20/2020 Groundwater Depth: None Encountered Drilling Method: Backhoe
Hammer Weight: Drop:

Surface Elevation: Not Measured
Depth Lith- Samples
{feet) ology Material Description
- 0
-
-
-
-
- 5
-
>-
>-
~ FILL
0 ~ · ~ \ Clayey SAND /
~ ~ Brown, loose, moist ~ 1/~ § -..N_A_T_U--'R_A_L_ '------------- ------- --- --J " - : : : g \ Silty SAND /
. : : : ~ Brown, dense to very dense, moist •
Silty (fine to coarse grained) SAND
Brown, dense, moist
•
i.1!3
0 C - ::, ai 0 0
Laboratory

11.6119.(

13.2117.€

9.7 118.l . - t .. , ....
>- 10 C
Trench completed at depth of 1 O'
I f0
~ >- ~
...

IO
~ fu f- w
a
a: >-15
~ ..,
0 -'C
.,
C. f-
~ u - ..!
;.: -
E -20
0 '!
r.
u - s
i
-
-
c( - Cl)
::::, - 25 e
..
i
-
>- r.
~ -
u
..,
0 -,:! - 30 "
C.
:,
ti) -
-
-
f-
>-35
NorCal Engineering 4
F.1.l
Packet Pg. 2034 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) CDRl:t'
21631-20
Boring Location: Alessandro & Chagall Ct, More o Valley Log of Trench T-5
Date of Drilling: 1/20/2020 Groundwater Depth: None Encountered Drilling Method: Backhoe
Hammer Weight:

Surface Elevation: Not Measured
Depth Lith-
(feet) ology Material Description
FILL
Clayey SAND
Brown, loose, moist

NATURAL
Sandy CLAY
Brown, stiff, moist
Clayey SAND
Brown, very dense, moist
Drop:

Trench completed at depth of 15'
20 25
30 35
NorCal Engineering
amp es
•
• 9.4 22.
• 10.3 19.
5 'if!.
....

GI C
if f
0 0
F.1.l
Packet Pg. 2035 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) CDRE:I"' Log of Trench T-6
21631-20
Boring Location: Alessandro & Chagall Ct, More 10 Valley Date of Drilling: 1/20/2020 Groundwater Depth: None Encountered Drilling Method: Backhoe
Hammer Weight: Drop:

Surface Elevation: Not Measured
Depth Lith- Samples Laboratory
(feet) ology Material Description 3J!J E ~ ~
GI ::,
Q. 0 C ~iii = 'l: - ~ - ::, "' mo cc .E ~
~ GI "- 0
-0
(.) C 0
~- FILL ---0 -
~ -0 \ Clayey SAND I I!!
- ~ Brown, loose, moist ::,
8 NATURAL - C
~- CD
~ I 15 \ Sandy CLAY - C
.• ~ Brown, stiff, moist 8.4 115.7
-5 .-.· ~ C!) ... \ Clayey SAND I . . - . . Brown, dense, moist . . . . . . - Silty SAND . . . . . ... Brown, dense, moist t- . • 111.e . . 7.0 . t- .. ,-10 .

Trench completed at depth of 10' ttt-
,-
-15
t-
-
-
-
- 20
-
-
-
-
- 25
-
-
-
-
- 30
-
-
-
-
,...... 35
NorCal Engineering 6
F.1.l
Packet Pg. 2036 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) I
E
8 j
:?
i
COREi"' Log of Trench T-7
21631-20
Boring Location: Alessandro & Chagall Ct, More1 10 Valley Date of Drilling: 1/20/2020 Groundwater Depth: None Encountered Drilling Method: Backhoe
Hammer Weight: Drop:

Surface Elevation: Not Measured
Depth LithSamples Laboratory
(feet) ology Material Description 3: Jg ~ l:' ~ Q) ~iii "' .. Q. 0 C - GI C Cl) C QI >- - ::, cc
I- 1X1 O ii: i ;g Q)
>-0
0 C 0
. .. . FILL ... . .., Clayey SAND = ~
>- . .. J!! . C: ""'-Brown, loose, moist / • 7.4 ~ 15.~ . :, . 0 . >- . . . . " C: NATURAL " . . 0 Clayey SAND >- . C:
. . .. \:: Brown, dense to very dense, moist • 8.3 ~ 17.E i-5 . . - - (!)
.. >-
: : ;1 - -.. :, . . . . . - . . . . .
. - .. - 10 .

Trench completed at depth of 1 0' • 11.0 118.E
-
-
-
-
- 15
>-
-
>-
-
- 20
-
...
-
-
- 25
-
-
-
-
- 30
-
-
-
-
- 35
NorCal Engineering 7
F.1.l
Packet Pg. 2037 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) CDRE:1"' Log of Trench T-8
21631-20
Boring Location: Alessandro & Chagall Ct, More1 ~o Valley Date of Drilling: 1/20/2020 Groundwater Depth: None Encountered Drilling Method: Backhoe
Hammer Weight: Drop:

Surface Elevation: Not Measured
Depth Lith-
(feet) ology Material Description
- 0
1lt1:f FILL -
•
"CJ
I!! \ Clayey SAND ., - E Brown, loose, moist :;i
8 - C: NATURAL CD
15 Sandy CLAY - C:
c_,;,,: ,.,.,-~ ~ ~ Brown, stiff, moist - 5 (!)
Clayey SAND - Brown, dense, moist
- Trench completed at depth of 4.5'
-
·-
E
8 .c
s
1 - 10
-
-
-
-
- 15
-
-
-
-
- 20
-
-
-
-
- 25
-
-
-
-
- 30
-
.....
.....
-
- 35
NorCal Engineering
Samples Laboratory
~Jg ~ ~ ~ GI ::, ~in . ... Q. 0 C ... a, C
~ - ::, UI
mo c; .5 ~ ·o LL. 0 0 5 C 0
I • 11 .0 n17.t
1 8
F.1.l
Packet Pg. 2038 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) CDREP
21631-20
Boring Location: Alessandro & Chagall Ct, More o Valley Log of Trench T-9
Date of Drilling: 1/20/2020 Groundwater Depth: None Encountered I
Drilling Method: Backhoe
Hammer Weight:

Surface Elevation: Not Measured
Depth Lith-
(feet) ology Material Description
0 FILL
Clayey SAND
Brown, loose, moist

NATURAL
Clayey SAND
Drop:
5 Brown, dense to very dense, moist
ji
C 10
,::
~
~
"'
0 20
25 1l 30 ...
:,
t/l
35 Trench completed at depth of 15'
NorCal Engineering
•
•
•
amples
~J!J
0 C
- :I al 0 0

9.8 16.1

11.4 16.
9 F.1.l
Packet Pg. 2039 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) CDREP Log of Trench T-10
21631-20
Boring Location: Alessandro & Chagall Ct, More 10 Valley Date of Drilling: 1/20/2020 Groundwater Depth: None Encountered Drilling Method: Backhoe
Hammer Weight: Drop:

Surface Elevation: Not Measured
Depth Lithsamples Laboratory
{feet) ology Material Description J J!J ~ ,a. .
~
Cl) :::, Q. ~iii "'e 0 C 1n ! .! >, - :::, cc
I- ID o ~ G) ii: g
- o
0 C (.) .
. FILL ..
- : ~ Silty SAND
- . . ~ l'-,._Brown, loose, moist / . ::, . • , 8 NATURAL - . .. C:

Q)
- 0 Silty SAND - C:
.. ~ Brown, dense to very dense, moist • 6.1 ~14.~ - 5 . . (!) . . . . . - . . . . - . . . . . - .
. .. • . 7.4 117.C . . - ... . .
- 10 Trench completed at depth of 1 0' -
-
-
-
- 15
-
-
-
-
- 20
-
-
-
-
- 25
-
-
-
-
- 30
-
,....
,_
t--
,__ 35
NorCal Engineering 10
F.1.l
Packet Pg. 2040 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) E
0 u
.c
~
t
CDREP
21631-20
Boring Location: Alessandro & Chagall Ct, More o Valley Date of Drilling: 1/22/2020
Drilling Method: Simco 2800HS
Hammer Weight: 140 lbs
Surface Elevation: Not Measured
Depth Lith-
(feet) ology Material Description
0 FILL
Clayey SAND
Brown, loose, moist

NATURAL
Clayey SAND
Groundwater Depth: 39'
Drop:30"
5 Brown, dense to very dense, moist
10 15
20 25
30 35
Sandy SILT
Brown, very stiff, moist
Clayey (fine to coarse grained) SAND
Red-brown, very dense, moist
Silty SAND
Brown, dense, moist
NorCal Engineering
Log of Boring B--1
amples
:i: .!! 0 C
- ::::J Ill o
(J
~ 32/50-4" 12.3
19/50-5" 11.8
24/37/4 14.0
17/26/5 14.5
23/50-5" 14. 7
15/18/1 18.3
11 oratory ..,. "' ... GI C
.5 i IL 0
0 47
62 45
44 42
42 F.1.l
Packet Pg. 2041 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) .2 "'
! ..,
co
~ lrl
@
a.
.,
"' 0
'C
.,
CL
:,
!!l
c,j
.!
ii:

E
0 "
.,;_
l!
I
~ ::::,
! ,.

I
JI
.c
~ :?
u
8'
,:!
.,
CL
:,
"'
CDREP
21631-20
Boring Location: Alessandro & Chagall Ct, More o Valley Date of Drilling: 1/22/2020
Drilling Method: Simco 2800HS
Hammer Weight: 140 lbs
Surface Elevation: Not Measured
Depth Lith-
(feet) ology Material Description
35 40
45 50
. . . Silty SAND
Brown, dense, moist
Sandy CLAY
Red-brown, stiff, wet
Groundwater Depth: 39'
Drop: 30"
Boring completed at depth of 51.5'
55 60
65 70
NorCal Engineering
Log of Boring B-1
amp es
10/15/1719.6
~ 18/27/38 21.0
~ 13/19/23 20.0
~ 10/13/2 19.3
12 -;!. ....

GI C
.s I IL. 0
(.)
37 60
61 56
F.1.l
Packet Pg. 2042 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) CDREP Log of Boring B-2
21631-20
Boring Location: Alessandro & Chagall Ct, More 10 Valley Date of Drilling: 1/22/2020 Groundwater Depth: 33'
Drilling Method: Simco 2800HS
Hammer Weight: 140 lbs Drop: 30"
Surface Elevation: Not Measured
Depth Lith- samples Laboratory
(feet) ology Material Description 3.!? ~ l:' ::'l Q) ::, Q, ~ .. - 0 C .. Cl> = >, - ::, ID cc .E ~ I- mo ~ Q) IL 0 >- 0
0 C u . FILL . . .. . ,- . . . r\ Silty SAND I . . ,- . . . Brown, loose, moist . . . . ,- . NATURAL . . - ... Silty SAND ~ - . . . . Brown, dense to very dense, moist -5 - ..
~ . . . . - ,- . 38/50-5" 11.9 21 .. . . . ,-
~
~ Clayey (fine to coarse grained) SAND - Red-brown, very dense, moist -
-10
- ~ ~ 8/17/19 8.2 47
- ~ -~ - . . .. Silty SAND . . - . . Brown, dense, wet - . . >-15 - - . . . . ~ .
- . . .. 10/17/35 12.9 33 . . . - . - -
. . ...... .
- - .
...... . - . .. >- 20 .
- .
,- .. ~ 10/11/19 6.0 14 - .
,- .. . . . . . ,- . -
. . . . . - . ,-
>-- 25
~ Clayey SAND
Brown, dense, wet ,- 0 ~ 25/50-4" 11.3 46
,-
-
- ~ -
-
30 ~ 0 ~ 18/21/20 15.2 45
-
- ~ ~ ~
-
- 35 -~ .

NorCal Engineering 13
F.1.l
Packet Pg. 2043 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 0 N
0 lil
.;i
s
..

C
a,
.!l
c:i
~
i:;
co
~ lrl ..,
i

11. ;;:
a,
0 'C
.,
Q.
:,
1/)
0 "'
.!
il:

E
0 u
r.
u
~
I
<C
1/)
:>
!
I
.c
~ :;
ij
0 "'
.:!
..

Q.
:,
1/)
CDREP
21631-20
Boring Location: Alessandro & Chagall Ct, More o Valley Date of Drilling: 1/22/2020
Drilling Method: Simco 2800HS
Hammer Weight: 140 lbs
Surface Elevation: Not Measured
Depth Lith-
(feet) ology Material Description
35 40
45 ... 50 ..
..

Clayey SAND
Brown, dense, wet
Silty SAND
Brown, dense, wet
Groundwater Depth: 33'
Drop: 30"
Boring completed at depth of 51.5'
55 60
65 70
NorCal Engineering
Log of Boring B-2
Samples
3': Jg 0 C - ::, ID o
u
14/16/26 16.2
~ 18/25/31 19.5
~ 13/21/25 16.7
~ 10/15/22 13.8
14 oratory
40 48
47 29
F.1.l
Packet Pg. 2044 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) January 31 , 2020 Project Number 21631-20
Appendix B
NorCal Engineering
F.1.l
Packet Pg. 2045 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) January 31, 2020
F ..

Classification
Sample
T-4 c@ 2'
T-5 c@ 2'
T-9 c@ 2'

TABLE I

MAXIMUM DENSITY TESTS
0 timum Moisture %

9.0 13.5

12.0 TABLE II

EXPANSION TESTS
Classification
Silty SAND
Sandy CLAY
Clayey SAND
TABLE Ill
ATTERBERG UMlTS
Project Number 21631-20
(lbs/cu.ft)
Expansion Index
3 65
25 Sample Liquid Limit Plastic Limit Plasticity Index
T-5 @2-5'
T-5 c@ 8-10'
2'
2'
% by weight
ppm- mg/kg
H

7.2 7.1
32 25

TABLE IV

CORROSION TESTS
Electrical Resistivi
1,820
2,540
19 19
Sulfate %

0.008

0.007
NorCal Engineering
13 6
Chloride m
257
285
F.1.l
Packet Pg. 2046 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe)

R-VALUE TEST REPORT
0 CT-301 0 ASTM-D2844
PROJECT NAME: Norcal (CDREP LLC) PROJECT NUMBER: L-200101 -------- SAMPLE LOCATION: SEC of SWC of Alessandro Blvd and Chega II CT. Moreno Valley SAMPLE NUMBER: T3 -------- SAMPLE DESCRIPTION: Sandy Lean Clay (CL-CH) SAMPLE DEPTH: 1.0' SAMPLED BY: Norcal

TEST SPECIMEN
MOISTURE AT COMPACTION%
WEIGHT OF SAMPLE, grams
HEIGHT OF SAMPLE, Inches
DRY DENSITY, pcf
COMPACTOR AIR PRESSURE, psi
EXUDATION PRESSURE, psi
EXPANSION, Inches x 10exp-4
STABILITY Ph 2,000 lbs (160 psi)

TURNS DISPLACEMENT

R-VALUE UNCORRECTED

R-VALUE CORRECTED
EXPANSION PRESSURE (psf)
R-VALUE VS. EXUDATION PRESSURE
90 ..----r----.----,.----,----.----.-----,,---,
BO ---
70 --·
' - 60
-
,.
30 20 --·- . --:-
10 ---
o--4---4----11------+---------' 0 100 200 300 400 500 600 700 BOO

EXUDATION PRESSURE (PSI)
R-VALUE AT EQUILIBRJUM:I 16
R-VALUE BY EXUDATION PRESSURE; 16
R-VALUE BY EXPANSION PRESSURE; N.A.

EXPANSION PRESSURE AT 300 PSI EXUDATION: 52
TRAFFIC INDEX (Assumed); 5.5
GRAVEL FACTOR (Assumed); 1.5
UNIT MASS OF COVER MATERIAL, kg/m"3 (Assumed): 2100.0
u::-
en
!:.
w
a::
::::,
en
en
w
a::

C.
z
0 U)
z
<
C.
)(
w
A

14.4 1117

2.30 128.7
250
573
63 100

3.51 30
26 272.2
-------- TESTED BY: CC/ER -------- DATE TESTED: 1{24/2020 B C

15.5 16.9
1191 1227

2.48 2.67
126.1 119.3
200 100
423 281
25 10
119 125

3.76 4.19
19 14
19 16
108.0 43.2
EXPANSION PRESSURE VS. EXUDATION

PRESSURE
450 ---
400
350
300
250
200
150
100
50 0
--- ..,..
0 .-~ ---- ---_ .. ,.....
--- .. . _ _. _ ..,
100 200 300 400 500 600 700 BOO

EXUDATION PRESSURE (PSI)

COVER THICKNESS (STABILOMETER BY

EXPANSION PRESSURE)

0.0 -!£.!'.==J.:i::...:::--i=--i::::.....::~-;i= c.:i:-:=.::::ii:::.:::~==~ 0 50 100 150 200 250 300 350 400 450 500

COVER THICKNESS BY EXPANSION PRESSURE
(mm)
F.1.l
Packet Pg. 2047 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Sample No. T5@2'
Sample Type: Undisturbed/Saturated 3000
Soil Description: Silty Clay
2500
l 2 3
Normal Stress (psf) 1000 2000 3000 ! 2000
------ 13 ksf
Peak Stress (psf) 828 1284 1956 a ,,.--
Displacement (in) 0.150 0.175 0.250 g 1500 .,
I (psf) .. 2 ksf
Residual Stress 804 1284 1956 .! L,..--------'- I
Displacement (in.) 0.250 0.250 0.250 ., 1000
In Situ Dry Density (pcf) 117.2 117.2 117.2
~ ~ 1 ksf
500 In Situ Water Content (%) 12.1 12.I 12.1 V
Saturated Water Content (%) 16.1 16.1 16.1
Strain Rate (in/min) 0.020 0.020 0.020 0
0,0 2,0 4,0 6.0 BO 10,0 12.0
Axial Strain (%)
4000 I
I
I • Peak Stress

I I I I
3500 - • Residual Stress
I I
3000 - I
I
G:" 2500 I
IA I 6,»
a. I I ~
- .... IA .... , 1 I
IA
! 2000 V
- V
f/J I/ ... ,, I I
ns I V
G)
.c 1500 - v
f/J I/
......
,- I~
,,,,,
1000 ,J 1
.&I"
.... ~ I l,&. I I I 0 (Degree) C (psf)
500 - A
,:,-
» I Peak Stress 29 230
4 I Residual Stress 29 200
0 I I I I
' ' . ' '
0 500 1000 1500 2000 2500 3000 3500 4000
Normal Stress (psf)
NorCal Engineering DIRECT SHEAR TEST
SOILS AND GEOTECHNICAL CONSULTANTS ASTM D3080
CDREP,LLC Plate A
PROJECTNUMBER: 21631-20 DATE: 1/30/2020
F.1.l
Packet Pg. 2048 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Sample No. T9@2'
Sample Type: Undisturbed/Saturated 3000
Soil Description; Silty Clay w/ Some Sand
2500
1 2 3
Normal Stress (psf) 1000 2000 3000 ,;- 2000
! I 3 ksf
Peak Stress (psf) 828 1224 1848 iii i--1
g 1500 /
Displacement (in.) 0.070 0.200 0.200 "' / ~ I I.,...-
2 ksf
Residual Stress (psf) 708 1212 1836 ..
.!!
Displacement (in.) 0.250 0,250 0.250 "' 1000 - I
In Situ Dry Density (pcf) 115.5 115.5 115.5 / I 1 ksf
In Situ Water Content (%) 10.6 10.6 10.6 500
I
Saturated Water Content (%) 16.9 16.9 16.9
Strain Rate (in/min) 0.020 0.020 0.020 0

0.0 2.0 4.0 6.0 BO 10.0 12.0
Axial Strain (%)
4000 I I I I I
l • Peak Stress
3500 - I I • Residual Stress
I
I I
3000 I
I
I
I I
i;:::- 2500 - 1/) I
C. V
- I .,. .,. u, /'
1/) !:::- I a.,
.. 2000 - I I ,,:;
tn
- I , ... ,.,
.. I/
cu ,. ,, a., I .,.v, .s::. 1500 tn I .,.!'.:,- I /.,.
,,~
I 1--- ,, V T
1000 "'V I ,,... __, I ,.,,,,,, ..,,.,,,,,.

V ,, _,.v :,-,, I 0 (Degree) C (pst)
v v I 500 I / __, I I / __,I' Peak Stress 27 280
v / I Residual Stress 29 120
0 I I I I ' '
0 500 1000 1500 2000 2500 3000 3500 4000
Normal Stress (psf)
NorCal Engineering DIRECT SHEAR TEST
SOILS AND GEOTECHNICAL CONSUL TANIS ASTMD3080
CDREP,LLC Plate B
PROJECTNUMBER: 21631-20 DATE: 1/30/2020
F.1.l
Packet Pg. 2049 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Vertical Pressure Sample Height (inches)
Consolidation Sample No. T4 Depth 4' Date 1/30/2020
(kips/sq.ft.) (percent)

1.02 I----
1-

1.01 • In-Situ Moisture Content I1-
I0 Saturated 1-

1.0000 1-

0.12S 0.0 1.00 - 1-
I 1-

0.2S 0.997S 0.2 I
I
o.s 0.9960 0.4 0.99 ,_ I
1 0.9930 0.7 ... -- 1 0.995S 0.4 'CS 0.98 -- - '
2 0.9920 Q,j ' ' 0.8 ~ I
4 0.9870 1.3 .. 0.97
=
8 0.977S 2.3 ~

0.2S 0.9890 1.1 00. 0.96
I

0.95 I
' 0,94
gj 0.93
Date Tested: 1/29/2020 .c
0 C:

Sample: T4 '=- 0.92 I
:E
Depth: 4' .!21
~ 0.91
Q)
ii
E 0.90 IU I
(/J

0.89 '

0.88 ' I

0.87 0.86

0.85 I

0.84 '

0.83 Silty Clay w/ Some Sand
Dry Density: 117 .6 pcf
Initial Moisture Content: 13.2 %

0.82 Saturated Moisture Content: 15.7 %
Saturated at I kip/sq.ft.

0.81 0.1 1 10
Vertical Pressure (kips/sq.ft.)
NorCal Engineering CONSOLIDATION TEST
SOILS AND GEOTECHNICAL CONSULT ANTS ASTMD243S
CDREP,LLC Plate C
PROJECT NUMBER: 21631-20 DATE: 1/30/2020
F.1.l
Packet Pg. 2050 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Vertical Pressure Sample Height (inches)
Consolidation Sample No. T4 Depth 8' Date 1/30/2020
(kips/sq.ft.) (percent)

1.02 ' I ,- ' ,_
• In-Situ Moisture Content ,- 1.01 ,-
,_
,_
0 0.125 1.0000 o.o
Saturated ,_

1.00 - I
,_
- ,_

0.25 0.9975 0.2

0.5 0.9950 0.5 0.99
1 0.9920 0.8
1 0.9900 1.0 "O 0.98
2 0.9850 ~ - '

1.5 "'=

0.97 I I
4 0.9785 2.2 :I ""'
8 0.9695 3.1 °1;

0.25 0.9770 2.3 OO 0,96
I

0.95 0.94 '
j 0.93
Date Tested: 1/29/2020 .c I
0 C I
Sample: T4 ;::, 0.92
l:

Depth: 8' Cl
'iii :C 0.91
~

0. E 0.90 I I
t1l I
en I

0.89 I
I

0.88 I I

0.87 0.86 '

0.85 I

0.84 0.83 Silty Fine-Very Coarse Grained Sand
Dry Density: 118.8 pcf
Initial Moisture Content: 9. 7 %

0.82 Saturated Moisture Content: 15.3 %
Saturated at I kip/sq.ft.

0.81 ' '

0.1 1 10
Vertical Pressure (kips/sq.ft.)
NorCal Engineering CONSOLIDATION TEST
SOILS AND GEOTECHNICAL CONSULT ANTS ASTM D2435
CDREP,LLC Plate D
PROJECTNUMBER: 21631-20 DA TE: 1/30/2020
F.1.l
Packet Pg. 2051 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Vertical Pressure Sample Height (inches) Consolidation Sample No. T9 Depth 5' Date 1/30/2020 (kips/sq.ft.) (percent)

1.02 ,_
• In-Situ Moisture Content ,-
,- 1.01 f-
,- 0 Saturated ,_

0.125 1.0000 0.0 ,- 1.00 - I
,_ I
,_

0.25 0.9931 0.7

0.5 0.9884 1.2 0.99 . 1 0.9826 1.7 I
1 0.9829 1.7 "O 0.98
2 0.9764 Q,j

2.4 °'= - 0.97 - 4 0.9639 3.6 ""' - = ' - ' - '
8 0.9506 4.9 °'= , - - 3.0 oo 0.96 - ~

0.25 0.9697 - ~
-- - - ·- -- 0.95
I

0.94 I
U)
Q) 0.93
Date Tested: 1/29/2020 .c
0 C
Sample: T9 '::" 0.92 I
.c Depth: 5' C)
"iii :C: 0.91
_gi I
c..

E 0.90 n,
en

0.89 ' '

0.88 '

0.87 0.86

0.85 0.84
Silty Clay 0.83 Dry Density: I 19.5 pcf
Initial Moisture Content: 11.1 %

0.82 Saturated Moisture Content: 14.8 % I
' ' Saturated at I kip/sq.ft.

0.81 0.1 1 10
Vertical Pressure (kips/sq.ft.)
NorCal Engineering CONSOLIDATION TEST
SOILS AND GEOTECHNICAL CONSULT ANTS ASTMD2435
CDREP,LLC Plate E
PROJECT NUMBER: 2163 1-20 DA TE: 1/30/2020
F.1.l
Packet Pg. 2052 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) January 31, 2020 Project Number 21631-20
Appendix C
NorCal Engineering
F.1.l
Packet Pg. 2053 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) ASCE.

AMERICAN SOCIETY OF CML ENGINEERS
Address:

No Address at This
Location
•
https://asce 7hazardlool.onllne/
ASCE 7 Hazards Report
Standard: ASCE/SEI 7-16
Risk Category: Ill
Soil Class: D - Stiff Soil
12 12 ~. -.. ""····-· .... .- ·•",.,,.. ) .. ..
---~---•
..... \.h!i:-,,
t .. l 'fAltf""

Page 1 of 3 ends

Elevation: 1570.6 ft (NAVO 88)
Latitude: 33.916457
Longitude: -117.256778
,umt no
'"' , ..

I
J.-1,S :_".:> !!'!' ~4f\~1 l -
-.. ~ .... ... ~r.f 0
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... .... ' ,. '/
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Tue Jan 28 2020
. .,
F.1.l
Packet Pg. 2054 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) ASCE.

AMEHICAN SOCIETY OF CML ENGINEERS
Seismic
Site Soil Class:

Results:

Ss :

S1
Fa :

Fv :

SMs
D - Stiff Soil

1.5 0.6
1 N/A

1.5 So1 N/A
TL : 8
PGA: 0.612
PGAM: 0.674
FPGA 1.1
SM1 N/A le : 1.25
Sos 1 Cv : 1.4
Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8.

Data Accessed: Tue Jan 28 2020
Date Source: USGS Seismic Desjgn Maps
https://asce7hazardtool.online/ Page 2 of 3 Tue Jan 28 2020 F.1.l
Packet Pg. 2055 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) ASCE.

AMERlr.AN SOCIETY OF CML ENGINEERS
The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE.

ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard.

In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool.
htlps://asce7hazardtool.online/ Page 3 of 3 Tue Jan 28 2020 F.1.l
Packet Pg. 2056 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) R :ive:rs±ie
CouncySource: Generalized Geologic Map of Part of the Northern Peninsular Ranges, 1985.

Uni•e::s.i:y ofCal:.'bmB. RireisDe, Cam pus Museum Conb::butbns No. l, page G4.

Note: This map is not a substitute for detailed Alquist-Priolo Special Studies Maps orR i•ersi:ie Ccunq, H azalrl M anagem entZone Maps. ForAccuia te siilgs .teler !D Ca1if:nnB. State andRi-e1:SD.e Counf¥Geobg:Sts.
•:-:-:-:~~:=• :•:- : - :•\:-:-:-:-:;~:-:-:-:-: - : , I
0 6,000 12,000 it North
Moreno Valley General Plan
Fi11al Program EIR
D
D
•
Ri.remrle ·
- -~ .

Cp~I:¥
Perris Bedrock D Quarternary Alluvium
Semi Consolidated Sandstone, Siltstone
and beds of gravel
Granite Rocks of the Southern California Batholith
Calin esa
Rilers±ie
County
Figure 5.6- 1
Geology
City o_f'More110 Valley
July 2006
F.1.l
Packet Pg. 2057
Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20- ~ USGS U.S. DEPARTI.1.ENT OF THE INTERIOR
- V.S.GIDlOOIC.\Ll'l.--,.YIT
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, ,., ..... f,,l ...... . u-, ~-..... - -------------------·- ~.--,i,tf»M.o ... Uv lt'"W ..Jt lloo t>I• GEOLOGIC MAP OF THE RIVERSIDE EAST 7.5' QUADRANGLE, RIVERSIDE COUNTY, CALIFORNIA Version 1.0
By
Douglos M. Morton1 and Brett Cox 2
CORRELA TlON OF MAP t"NITS
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F.1.l
Packet Pg. 2058 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) ··, •,
\
(
,I '-.._

CITY OF
MOREN(1 VALLEY
SPl{ERE • ..... ,,.,..\
\
I
North
Moreno Valley General Plan
Final Program EIR
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Streets
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IL!:] Potential Liquefaction
CJ Moreno Valley ·-7 Moreno Valley Sphere
~ March ARB H~~ :j Waterbodies
5,000 5,000
E:==3:==::J======:3 Feet 2,500 0
o.5
0 .25 a
0 .5
EE-3:=3:=E=:=3===]1 Miles
Date: March 24, 2006
State Plane NAD83 Zone 6
File:

G
:larcmap\planninglgen_plan_updates\
geologic
.mxd

GEOGRAPHIC INFORMATION SYSTEMS
The information shown on this map was
compiled from
the Riverside Counly GIS and the City of Moreno Valley
GtS. The land base and facility information on this map is for display purposes only and should not be relied upon without independent verification as to its accuracy,
Riverside County and City of Moreno Valley will
not be held responsible for any claims, losses or
damages resulting from the use of this map .

Figure 5.6-2
Seismic Hazards
City of lvfore110 Valley
JuZv 2006
F.1.l
Packet Pg. 2059 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) January 31, 2020 Project Number 21631-20
Appendix D
NorCal Engineering
F.1.l
Packet Pg. 2060 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) --- " .,·.
11\;~1\t:» wf,
"-(::.~•& lli-._,
SOILS AND GEC>TE<.-;I--{NlCAL CONSUI.:rANTS
Project: CDREP, LLC
Project No.: 21631-20
Date: 1/20/2020
Test No. 1
Depth: S'
Tested By: J.S. Jr.

TIME CHANGE CUMUIATIVE INNER INNER INNER OUTER OUTER OUTER INNER OUTER INNER (hr/min) TIME TIME RING RING RING RING RING RING RING RING RING (min) (min) READING CHANGE FLOW READING CHANGE FLOW INF INF INF (cm) (cc) (cm) (cc) RATE RATE RATE
(cm/hr) (cm/hr) (ft/hr)
7:10 105.3 46.4
7:15 5 5 111.5 6.2 52.8 6.4
7:15 100.3 41.2
7:20 5 10 106.4 6.1 47.3 6.1
7:20 102.6 43.5
7:25 5 15 108.6 6.0 49.7 6.2
7:25 103.2 44.2
7:30 5 20 109.1 5.9 50.3 6.1
7:30 104.4 45.1
7:35 5 25 110.4 6.0 51.2 6.1
7:35 104.1 44.3
7:40 5 30 109.9 5.8 50.3 6.0
7:40 103.8 43.9
7:45 5 35 109.8 6.0 49.9 6.0 72.0 72.0
7:45 104.3 45.5
7:50 5 40 110.1 5.8 51.0 5.5 69.6 66.0
7:50 103.6 44.7
7:55 5 45 109.3 5.7 50.3 5.6 68.4 67.2
7:55 103.3 44.1
8:00 5 so 108.5 5.2 49.4 5.3 62.4 63.6
8:00 103.1 44.2
8:05 5 55 108.6 5.5 47.8 5.6 66.0 67.2
8:05 102.9 43.2
8:10 5 60 108.2 5.3 48.7 5.5 63.6 66.0
Average= 67.0 / 67.0 cm/hr
F.1.l
Packet Pg. 2061 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) SOILS AND GEC:YT"EC::1-INlCAL CONSUI .. :T·ANTS
Project: CDREP, LLC
Project No.: 21631-20
Date: 1/20/2020
Test No. 2
Depth: 7.5'
Tested By: J.S. Jr.

TIME CHANGE CUMULATIVE INNER INNER INNER OUTER OUTER OUTER INNER OUTER INNER (hr/min) TIME TIME RING RING RING RING RING RING RING RING RING (min) (min) READING CHANGE FLOW READING CHANGE FLOW INF INF INF (cm) (cc) (cm) (cc) RATE RATE RATE
(cm/hr) (cm/hr) (ft/hr)
8:15 73.0 45.6
8:30 15 15 74.4 1.4 46.6 1.0
8:30 74.4 46.6
8:45 15 30 75.2 0.8 46.6 0.0
8:45 75.2 46.6
9:00 15 45 75.7 0.5 46.7 0.1
9:00 75.7 46.7
9:15 15 60 76.1 0.4 46.7 0.0
9:15 76.1 46.7
9:30 15 75 76.2 0.1 46.7 0.0
9:30 76.2 46.7
9:45 15 90 76.3 0.1 46.8 0.1 0.4 0.4
9:45 76.3 46.8
10:00 15 105 76.3 0.0 46.8 0.0 0.0 0.0
10:00 76.3 46.8
10:15 15 120 76.3 0.0 46.8 0.0 0.0 0.0
10:15 76.3 46.8
10:30 15 135 76.3 0.0 46.8 0.0 0.0 0.0
10:30 76.3 46.8
10:45 15 150 76.4 0.1 46.8 a.a 0.4 0.0
10:45 76.4 46.8
11:00 15 165 76.5 0.1 46.9 0.1 0.4 0.4
11:00 76.5 46.9
11:15 15 180 76.5 0.0 46.9 0.0 0.0 0.0
Average= 0.17 / 0.11 cm/hr
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Packet Pg. 2062 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) SC>lLS AND GEOTECI-(NICAL CC>NSUI..:TAN'TS
Project: CDREP, LLC
Project No.: 21631-20
Date: 1/20/2020
Test No. 3
Depth: 10'
Tested By: D.L.

TIME CHANGE CUMULATIVE INNER INNER INNER OUTER OUTER OUTER INNER OUTER INNER (hr/min) TIME TIME RING RING RING RING RING RING RING RING RING (min) (min) READING CHANGE FLOW READING CHANGE FLOW INF INF INF (cm) (cc) (cm) (cc) RATE RATE RATE
(cm/hr) (cm/hr) (ft/hr)
9:06 100.0 42.5
9:16 10 10 101.2 1.2 46.4 3.9
9:16 99.9 37.9
9:26 10 20 100.5 0.6 39.2 1.3
9:26 100.5 39.2
9:36 10 30 101.0 0.5 40.3 1.1
9:36 101.0 40.3
9:46 10 40 101.7 0.7 41.4 1.1
9:46 101.7 41.4
9:56 10 50 102.1 0.4 42.1 0.7
9:56 102.1 42.1
10:06 10 60 102.6 0.5 42.8 0.7
10:06 102.6 42.8
10:16 10 70 102.8 0.2 43.5 0.7 1.2 4.2
10:16 102.8 43.5
10:26 10 80 103.0 0.2 44.5 1.0 1.2 6.0
10:26 103.0 44.5
10:36 10 90 103.4 0.4 45.2 0.7 2.4 4.2
10:36 103.4 45.2
10:46 10 100 103.8 0.4 45.7 0.5 2.4 3.0
10:46 103.8 45.7
10:56 10 110 104.2 0.4 46.3 0.6 2.4 3.6
10:56 104.2 46.3
11:06 10 120 104.4 0.2 46.7 0.4 1.2 2.4
Average= 1.8 / 3.9 cm/hr
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Packet Pg. 2063 Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) SITE LOCATic»I: -------'----------------------
GE:0T£0tlICAl REPORT: -----------------------
GEOLOGY RfPORT: -------------------------
DEPTH
W.pW
FIIIAL
GtADE
(FEET)
<Jo ffo
1 OEJISITY STRESS STRESS ~o
JIJIST I TOTAL EFFECTIVE ~-1 rd
(PCF) (PSF) (PSF) (-) (-)
<D .

Th/ INYALUEIRELATIYEI C ffo (BLOWS/ DENSITY N (-) - ff) (I) (-) Ct:: I c,FJ (-) C-) ci<: (-) DEl'TH TO WATER TA&£ = ?JD 1 _.L...;,::___ ____ _
EARTHQUA.K.E MGNITOOE = __ 7-=--• 0':------ -
PEAK 6ROI.N) ACCELERATio,j = 0~ ~I'¼
c~ I (tJ, )Ei) I ftN~j e,1< R Ms~ / ~R.R UQ.
l -) (SloWS/ft (%) M~1-~ (-) h1==7 ,0 t;~,
5 1-z-o boo i .. ao o .. q~ oA4 >5"0 > qo l>i"~I i .. 001 t, 05 lp~,o I i,-w
1>"1o I 2! >o
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p,o--
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o~+
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I
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170 IS1 o.Pt:1- o,4o - -
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25 ?l15 oJ,o
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"7~i' #1 4th'3 1 .. 07 Q .. 6~ O~"/;-'l
..
4-o I I /51'2-S' 4-5"'0\
Llt e,i4 Q~
-4;-
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511~ 4-e·,,~ l1-tq o.,.b I O~JZ5o CA-~ ~\,1 i- -os·s o .. ,-z. ?~
-1 · ::: I I I I
0--is: I
., ...
72- I I I I fll SS" I
'?°. I i? I a .,q I I I~ I I D • !o I
>57) >~o -ti .. S1. ""~5 -
44 gq a. .. 71 i~DO
-- ·- ·- . -....- . . .
+Z- ~S' 0--74
iifo >~O Q-11 ---· - -- .. -- - •· --- ,..... -- .... - - --··- , .. - . . -· -··- " - ·- ¼ ss- oJ,g
,,, 7-0 a_fo
I 14-1 I t7
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(J) lll>UCED CYCLIC STRESS RATIO = Tave IUo ·=- o.~5. agx . :: rd ~L, E:~~ R.Afi1O :: 0. b7-1 ... 17 -7o.,f0ty Hr;w,w,1.- ,v--) .. C~= &irr~ __, ~o ~· E~ '®f-i½,o~ . , ::. b~ 50-l l OD ~f' /1-t;uA. ) , J ,~·.r_J.. ll ... L __ .• L~L, 5()..,(,f,.¥"'4( Me,,H,,w • CB Ct,v-r . ..:. Bo ~/;Lp~ e... bi 1.\. -:::: ' , -' rrr i-- S d,/4 ,r.,,, ~IM!M.(j • " • == R-o~ L,v,~L_ :Nor Cal Eng1neer1ng CR- C,.av r "(\' - SOILSANDGEOTECHNICALCONSULTANTS I EVALUATION ·oF LIQUEFACTION POTENTIAL . c, ::-· Cov-r- --fw~iA.1('
. fVl Vft)..Ocl. PROJECT DATE
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Packet Pg. 2064
Attachment: Appendix E-Geotechnical Investigation (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20- Compass Danbe Centerpointe

GREENHOUSE GAS ANALYSIS

CITY OF MORENO VALLEY
PREPARED BY:

Haseeb Qureshi
[email protected]
Alyssa Tamase
[email protected]
NOVEMBER 12, 2020
13661-02 GHG Report
F.1.m
Packet Pg. 2065 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) F.1.m
Packet Pg. 2066 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Compass Danbe Centerpointe Greenhouse Gas Analysis
13661-02 GHG Report
i

TABLE OF CONTENTS
TABLE OF CONTENTS...........................................................................................................................I

APPENDICES II
LIST OF EXHIBITS ................................................................................................................................II LIST OF TABLES ..................................................................................................................................II LIST OF ABBREVIATED TERMS............................................................................................................III EXECUTIVE SUMMARY .......................................................................................................................1 ES.1 Summary of Findings..................................................................................................................... 1 ES.2 Project Requirements................................................................................................................... 1 1 INTRODUCTION.........................................................................................................................4

1.1 Site Location.................................................................................................................................. 4

1.2 Project Description........................................................................................................................ 4 2 CLIMATE CHANGE SETTING........................................................................................................8

2.1 Introduction to Global Climate Change ........................................................................................ 8

2.2 Global Climate Change Defined .................................................................................................... 8

2.3 GHGs ............................................................................................................................................. 8

2.4 Global Warming Potential........................................................................................................... 15

2.5 GHG Emissions Inventories......................................................................................................... 15

2.6 Effects of Climate Change in California....................................................................................... 16

2.7 Regulatory Setting....................................................................................................................... 18

2.8 City of Moreno Valley ................................................................................................................. 38

2.9 Discussion on Establishment of Significance Thresholds............................................................ 39 3 PROJECT GHG IMPACT.............................................................................................................41

3.1 Introduction ................................................................................................................................ 41

3.2 Standards of Significance............................................................................................................ 41

3.3 Models Employed To Analyze GHGs........................................................................................... 41

3.4 Life-Cycle Analysis Not Required ................................................................................................ 42

3.5 Construction Emissions............................................................................................................... 42

3.6 Operational Emissions ................................................................................................................ 44

3.7 Emissions Summary .................................................................................................................... 48

3.8 GHG Emissions Findings and Recommendations........................................................................ 48 4 REFERENCES............................................................................................................................59 5 CERTIFICATIONS ......................................................................................................................64 F.1.m
Packet Pg. 2067 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Compass Danbe Centerpointe Greenhouse Gas Analysis
13661-02 GHG Report
ii

APPENDICES
APPENDIX 3.1: CALEEMOD PROJECT ANNUAL CONSTRUCTION EMISSIONS MODEL OUTPUTS APPENDIX 3.2: CALEEMOD PROJECT ANNUAL OPERATIONS (PASSENGER CARS) EMISSIONS MODEL

OUTPUTS
APPENDIX 3.3: CALEEMOD PROJECT ANNUAL OPERATIONS (TRUCKS) EMISSIONS MODEL OUTPUTS APPENDIX 3.4: EMFAC 2017 OUTPUTS

LIST OF EXHIBITS
EXHIBIT 1-A: LOCATION MAP.............................................................................................................5 EXHIBIT 1-B: SITE PLAN......................................................................................................................6 EXHIBIT 2-A: SUMMARY OF PROJECTED GLOBAL WARMING IMPACT, 2070-2099 (AS COMPARED WITH 1961-1990).................................................................................................................14

LIST OF TABLES
TABLE ES-1: SUMMARY OF CEQA SIGNIFICANCE FINDINGS .................................................................1 TABLE 2-1: GREENHOUSE GASES.........................................................................................................9 TABLE 2-2: GWP AND ATMOSPHERIC LIFETIME OF SELECT GHGS .......................................................15 TABLE 2-3: TOP GHG PRODUCING COUNTRIES AND THE EUROPEAN UNION ......................................16 TABLE 3-1: CONSTRUCTION DURATION.............................................................................................43 TABLE 3-2: CONSTRUCTION EQUIPMENT ASSUMPTIONS (1 OF 2) ......................................................43 TABLE 3-2: CONSTRUCTION EQUIPMENT ASSUMPTIONS (2 OF 2) ......................................................44 TABLE 3-3: AMORTIZED ANNUAL CONSTRUCTION EMISSIONS...........................................................44 TABLE 3-4: PASSENGER CAR FLEET MIX.............................................................................................46 TABLE 3-5: TRUCK FLEET MIX............................................................................................................47 TABLE 3-6: PROJECT GHG EMISSIONS................................................................................................48 TABLE 3-7: 2017 SCOPING PLAN CONSISTENCY SUMMARY................................................................49 TABLE 3-8: CITY OF MORENO VALLEY GENERAL PLAN CONSISTENCY..................................................54 TABLE 3-9: CITY OF MORENO VALLEY GENERAL PLAN CONSISTENCY..................................................55 F.1.m
Packet Pg. 2068 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Compass Danbe Centerpointe Greenhouse Gas Analysis
13661-02 GHG Report
iii

LIST OF ABBREVIATED TERMS
% Percent
°C Degrees Celsius
°F Degrees Fahrenheit
(1) Reference
2017 Scoping Plan Final 2017 Scoping Plan Update
AB Assembly Bill
AB 32 Global Warming Solutions Act of 2006
AB 1493 Pavley Fuel Efficiency Standards
AB 1881 California Water Conservation Landscaping Act of 2006 Annex I Industrialized Nations
APA Administrative Procedure Act
AQIA Compass Danbe Centerpointe Air Quality Impact Analysis BAU Business As Usual
C2F6 Hexafluoroethane
C2H6 Ethane
CalEEMod California Emissions Estimator Model
CALGAPS California LBNL GHG Analysis of Policies Spreadsheet CALGreen California Green Building Standards Code
CAS Climate Action Strategy
CAPCOA California Air Pollution Control Officers Association CARB California Air Resource Board
CBSC California Building Standards Commission
CEC California Energy Commission
CCR California Code of Regulations
CEQA California Environmental Quality Act
CEQA Guidelines 2019 California Environmental Quality Act Guidelines CDFA California Department of Food and Agriculture
CF4 Tetrafluoromethane
CFC Chlorofluorocarbons
CFC-113 Trichlorotrifluoroethane
CH4 Methane
City City of Moreno Valley
CNRA California Natural Resources Agency
CNRA 2009 2009 California Climate Adaptation Strategy
CO2 Carbon Dioxide
CO2e Carbon Dioxide Equivalent
F.1.m
Packet Pg. 2069 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Compass Danbe Centerpointe Greenhouse Gas Analysis
13661-02 GHG Report
iv
Convention United Nation’s Framework Convention on Climate Change COP Conference of the Parties
CPUC California Public Utilities Commission
DWR Department of Water Resources
EMFAC Emission Factor Model
EPA Environmental Protection Agency
FED Functional Equivalent Document
GCC Global Climate Change
Gg Gigagram
GHGA Greenhouse Gas Analysis
GPA General Plan Amendment
gpd Gallons Per Day
gpm Gallons Per Minute
GWP Global Warming Potential
H2O Water
HFC Hydrofluorocarbons
HDT Heavy-Duty Trucks
HFC-23 Fluoroform
HFC-134a 1,1,1,2-tetrafluoroethane
HFC-152a 1,1-difluoroethane
IPCC Intergovernmental Panel on Climate Change
ISO Independent System Operator
ITE Institute of Transportation Engineers
kWh Kilowatt Hours
lbs Pounds
LBNL Lawrence Berkeley National Laboratory
LCA Life-Cycle Analysis
LCD Liquid Crystal Display
LCFS Low Carbon Fuel Standard or Executive Order S-01-07 LEV III Low-Emission Vehicle
LULUCF Land-Use, Land-Use Change and Forestry
MARB/IPA March Air Reserve Base and Inland Port Airport MMR Mandatory Reporting Rule
MMTCO2e Million Metric Ton of Carbon Dioxide Equivalent mpg Miles Per Gallon
MPOs Metropolitan Planning Organizations
MMTCO2e/yr Million Metric Ton of Carbon Dioxide Equivalent Per Year MT/yr Metric Tons Per Year
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Packet Pg. 2070 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Compass Danbe Centerpointe Greenhouse Gas Analysis
13661-02 GHG Report
v
MTCO2e Metric Ton of Carbon Dioxide Equivalent
MTCO2e/yr Metric Ton of Carbon Dioxide Equivalent Per Year MVU Moreno Valley Electric Utility
MW Megawatts
MWh Megawatts Per Hour
MWELO California Department of Water Resources’ Model Water Efficient
N2O Nitrous Oxide
NDC Nationally Determined Contributions
NF3 Nitrogen Trifluoride
NHTSA National Highway Traffic Safety Administration
NIOSH National Institute for Occupational Safety and Health Non-Annex I Developing Nations
OAL Office of Administrative Law
OPR Office of Planning and Research
PFC Perfluorocarbons
ppb Parts Per Billion
ppm Parts Per Million
ppt Parts Per Trillion
Project Compass Danbe Centerpointe
RPS Renewable Portfolio Standards
SAFE Safer Affordable Fuel-Efficient Vehicles Rule
SB Senate Bill
SB 32 California Global Warming Solutions Act of 2006
SB 375 Regional GHG Emissions Reduction Targets/Sustainable Communities Strategies
SB 1078 Renewable Portfolio Standards
SB 1368 Statewide Retail Provider Emissions Performance Standards
SCAB South Coast Air Basin
SCAG Southern California Association of Governments
SCAQMD South Coast Air Quality Management District
Scoping Plan California Air Resources Board Climate Change Scoping Plan sf Square Feet
SF6 Sulfur Hexaflouride
SLPS Short-Lived Climate Pollutant Strategy
SP Service Population
TDM Transportation Demand Management
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Packet Pg. 2071 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Compass Danbe Centerpointe Greenhouse Gas Analysis
13661-02 GHG Report
vi
TA Alessandro Warehouse Traffic Impact Analysis
Title 20 Appliance Energy Efficiency Standards
Title 24 California Building Code
U.N. United Nations
U.S. United States
UNFCCC United Nations’ Framework Convention on Climate Change UTR Utility Tractors
VMT Vehicle Miles Traveled
WCI Western Climate Initiative
WRI World Resources Institute
ZC Zone Change
ZE/NZE Zero and Near-Zero Emissions
ZEV Zero-Emissions Vehicles
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Packet Pg. 2072 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Compass Danbe Centerpointe Greenhouse Gas Analysis
13661-02 GHG Report
vii
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Packet Pg. 2073 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Compass Danbe Centerpointe Greenhouse Gas Analysis
13661-02 GHG Report
1 EXECUTIVE SUMMARY
ES.1 SUMMARY OF FINDINGS
The results of this Compass Danbe Centerpointe Greenhouse Gas Analysis (GHGA) is summarized below based on the significance criteria in Section 3 of this report consistent with Appendix G of the 2019 California Environmental Quality Act (CEQA) Guidelines (CEQA Guidelines) (1). Table ES1 shows the findings of significance for potential greenhouse gas (GHG) impacts under CEQA.

TABLE ES-1: SUMMARY OF CEQA SIGNIFICANCE FINDINGS
Analysis Report
Section
Significance Findings
Unmitigated Mitigated
GHG Impact #1: The Project would not
generate direct or indirect GHG emission
that would result in a significant impact on
the environment.

3.8 Less Than Significant n/a
GHG Impact #2: The Project would not
conflict with any applicable plan, policy or
regulation of an agency adopted for the
purpose of reducing the emissions of GHGs.

3.8 Less Than Significant n/a
ES.2 PROJECT REQUIREMENTS
The Project would be required to comply with regulations imposed by the State of California and the South Coast Air Quality Management District (SCAQMD) aimed at the reduction of air pollutant emissions. Those that are directly and indirectly applicable to the Project and that would assist in the reduction of GHG emissions include:
• Global Warming Solutions Act of 2006 (Assembly Bill (AB) 32) (2). • Regional GHG Emissions Reduction Targets/Sustainable Communities Strategies (Senate Bill (SB) 375) (3).
• Pavley Fuel Efficiency Standards (AB 1493). Establishes fuel efficiency ratings for new vehicles (4). • California Building Code (Title 24 California Code of Regulations (CCR)). Establishes energy efficiency requirements for new construction (5).
• Appliance Energy Efficiency Standards (Title 20 CCR). Establishes energy efficiency requirements for appliances (6).
• Low Carbon Fuel Standard (LCFS). Requires carbon content of fuel sold in California to be 10 percent (%) less by 2020 (7).
• California Water Conservation in Landscaping Act of 2006 (AB 1881). Requires local agencies to adopt the Department of Water Resources updated Water Efficient Landscape Ordinance or equivalent by January 1, 2010 to ensure efficient landscapes in new development and reduced water waste in existing landscapes (8).

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2 • Statewide Retail Provider Emissions Performance Standards (SB 1368). Requires energy generators to achieve performance standards for GHG emissions (9). • Renewable Portfolio Standards (SB 1078 – also referred to as RPS). Requires electric corporations to increase the amount of energy obtained from eligible renewable energy resources to 20% by 2010 and 33% by 2020 (10).
• California Global Warming Solutions Act of 2006 (SB 32). Requires the state to reduce statewide GHG emissions to 40% below 1990 levels by 2030, a reduction target that was first introduced in Executive Order B-30-15 (11).

Promulgated regulations that will affect the Project’s emissions are accounted for in the Project’s GHG calculations provided in this report. In particular, AB 1493, LCFS, and RPS, and therefore are accounted for in the Project’s emission calculations.

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4 1 INTRODUCTION
This report presents the results of the GHGA prepared by Urban Crossroads, Inc., for the proposed Compass Danbe Centerpointe (Project). The purpose of this GHGA is to evaluate Project-related construction and operational emissions and determine the level of GHG impacts as a result of constructing and operating the Project.

1.1 SITE LOCATION
The proposed project is located south of Alessandro Boulevard on either side of Chagall Court in the City of Moreno Valley as shown on Exhibit 1-A. The March Air Reserve Base/Inland Port Airport (MARB/IPA) is located approximately 0.9 miles south of the Project site. The Project site is bordered to the west by vacant land, to the east by vacant land, to the north by commercial and residential uses, and to the south are existing industrial buildings.

This proposed Project includes a General Plan Amendment (GPA) and a Zone Change (ZC). The site is currently designated as Commercial in the City’s General Plan, which would require a land use and zoning change to Light Industrial use. The proposed changes are consistent with the zones to the west, south and east of the subject site and adjacent properties. The amendment is in keeping with the uses surrounding the project site.

1.2 PROJECT DESCRIPTION
Exhibit 1-B illustrates a preliminary site plan for the Project. The Project is anticipated to be developed within a single phase with an anticipated opening year of 2022. The proposed Project consists of the following uses:
• Building 1: 206,665 square feet (sf) of warehousing (70% of total building sf) and 88,571 sf of highcube cold storage warehouse use (30% of total building sf) for a total of 295,236 sf for Building 1 • Building 2: 70,876 sf of warehousing (70% of total building sf) and 30,376 sf of high-cube cold storage warehouse use (30% of total building sf) for a total of 101,252 sf for Building 2 This analysis includes a conservative assumption of on-site Project-related emission sources for potential future tenants, including architectural coatings, consumer products, landscape maintenance equipment, emissions associated with natural gas and electricity, and mobile source emissions. This analysis is intended to describe GHG impacts associated with the expected operational activities at the Project site. This report assumes the Project will operate 24-hours daily for seven days per week. At the time this GHG impact analysis was prepared, the future tenants of the proposed Project were unknown however any tenant would operate consistent with a high-cube warehouse.

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5 EXHIBIT 1-A: LOCATION MAP
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6 EXHIBIT 1-B: SITE PLAN
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8 2 CLIMATE CHANGE SETTING

2.1 INTRODUCTION TO GLOBAL CLIMATE CHANGE
GCC is defined as the change in average meteorological conditions on the earth with respect to temperature, precipitation, and storms. The majority of scientists believe that the climate shift taking place since the Industrial Revolution is occurring at a quicker rate and magnitude than in the past. Scientific evidence suggests that GCC is the result of increased concentrations of GHGs in the earth’s atmosphere, including carbon dioxide (CO2), methane (CH4), nitrous oxide (N2O), and fluorinated gases. The majority ofscientists believe that this increased rate of climate change is the result of GHGs resulting from human activity and industrialization over the past 200 years.

An individual project like the proposed Project evaluated in this GHGA cannot generate enough GHG emissions to affect a discernible change in global climate. However, the proposed Project may participate in the potential for GCC by its incremental contribution of GHGs combined with the cumulative increase of all other sources of GHGs, which when taken together constitute potential influences on GCC. Because these changes may have serious environmental consequences, Section 3.0 will evaluate the potential for the proposed Project to have a significant effect upon the environment as a result of its potential contribution to the greenhouse effect.

2.2 GLOBAL CLIMATE CHANGE DEFINED
GCC refers to the change in average meteorological conditions on the earth with respect to temperature, wind patterns, precipitation and storms. Global temperatures are regulated by naturally occurring atmospheric gases such as water vapor, CO2, N2O, CH4, hydrofluorocarbons (HFCs), perfluorocarbons (PFCs), and sulfur hexafluoride (SF6). These particular gases are important due to their residence time (duration they stay) in the atmosphere, which ranges from 10 years to more than 100 years. These gases allow solar radiation into the earth’s atmosphere, but prevent radioactive heat from escaping, thus warming the earth’s atmosphere. GCC can occur naturally as it has in the past with the previous ice ages.

Gases that trap heat in the atmosphere are often referred to as GHGs. GHGs are released into the atmosphere by both natural and anthropogenic activity. Without the natural GHG effect, the earth’s average temperature would be approximately 61 degrees Fahrenheit (°F) cooler than it is currently. The cumulative accumulation of these gases in the earth’s atmosphere is considered to be the cause for the observed increase in the earth’s temperature.

2.3 GHGS

2.3.1 GHGS AND HEALTH EFFECTS
GHGs trap heat in the atmosphere, creating a GHG effect that results in global warming and climate change. Many gases demonstrate these properties and as discussed in Table 2-1. For the purposes of this analysis, emissions of CO2, CH4, and N2O were evaluated (see Table 3-1 later in this report) because these gases are the primary contributors to GCC from development projects.

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9 Although there are other substances such as fluorinated gases that also contribute to GCC, these fluorinated gases were not evaluated as their sources are not well-defined and do not contain accepted emissions factors or methodology to accurately calculate these gases.

TABLE 2-1: GREENHOUSE GASES
Greenhouse Gases Description Sources Health Effects
Water Water is the most abundant,
important, and variable GHG in
the atmosphere. Water vapor is
not considered a pollutant; in
the atmosphere it maintains a
climate necessary for life.

Changes in its concentration are
primarily considered to be a
result of climate feedbacks
related to the warming of the
atmosphere rather than a direct
result of industrialization. A
climate feedback is an indirect,
or secondary, change, either
positive or negative, that occurs
within the climate system in
response to a forcing
mechanism. The feedback loop
in which water is involved is
critically important to projecting
future climate change.

As the temperature of the
atmosphere rises, more water is
evaporated from ground storage
(rivers, oceans, reservoirs, soil).

Because the air is warmer, the
relative humidity can be higher
(in essence, the air is able to
‘hold’ more water when it is
warmer), leading to more water
vapor in the atmosphere. As a
GHG, the higher concentration of
water vapor is then able to
absorb more thermal indirect
energy radiated from the Earth,
thus further warming the
atmosphere. The warmer
atmosphere can then hold more
water vapor and so on and so
on. This is referred to as a
“positive feedback loop.” The
extent to which this positive
feedback loop will continue is
The main source of
water vapor is
evaporation from
the oceans
(approximately
85%). Other sources
include evaporation
from other water
bodies, sublimation
(change from solid to
gas) from sea ice and
snow, and
transpiration from
plant leaves.

There are no known direct
health effects related to
water vapor at this time. It
should be noted however
that when some pollutants
react with water vapor, the
reaction forms a transport
mechanism for some of
these pollutants to enter the
human body through water
vapor.

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10 Greenhouse Gases Description Sources Health Effects
unknown as there are also
dynamics that hold the positive
feedback loop in check. As an
example, when water vapor
increases in the atmosphere,
more of it will eventually
condense into clouds, which are
more able to reflect incoming
solar radiation (thus allowing
less energy to reach the earth’s
surface and heat it up) (12).

CO2 CO2 is an odorless and colorless
GHG. Since the industrial
revolution began in the mid1700s, the sort of human activity that increases GHG emissions
has increased dramatically in
scale and distribution. Data
from the past 50 years suggests
a corollary increase in levels and
concentrations. As an example,
prior to the industrial revolution,
CO2 concentrations were fairly
stable at 280 parts per million
(ppm). Today, they are around
370 ppm, an increase of more
than 30%. Left unchecked, the
concentration of CO2 in the
atmosphere is projected to
increase to a minimum of 540
ppm by 2100 as a direct result of
anthropogenic sources (13).

CO2 is emitted from
natural and
manmade sources.

Natural sources
include: the
decomposition of
dead organic matter;
respiration of
bacteria, plants,
animals and fungus;
evaporation from
oceans; and volcanic
outgassing.

Anthropogenic
sources include: the
burning of coal, oil,
natural gas, and
wood. CO2 is
naturally removed
from the air by
photosynthesis,
dissolution into
ocean water,
transfer to soils and
ice caps, and
chemical weathering
of carbonate rocks
(14).

Outdoor levels of CO2 are not
high enough to result in
negative health effects.

According to the National
Institute for Occupational
Safety and Health (NIOSH)
high concentrations of CO2
can result in health effects
such as: headaches,
dizziness, restlessness,
difficulty breathing,
sweating, increased heart
rate, increased cardiac
output, increased blood
pressure, coma, asphyxia,
and/or convulsions. It should
be noted that current
concentrations of CO2 in the
earth’s atmosphere are
estimated to be
approximately 370 ppm, the
actual reference exposure
level (level at which adverse
health effects typically
occur) is at exposure levels
of 5,000 ppm averaged over
10 hours in a 40-hour
workweek and short-term
reference exposure levels of
30,000 ppm averaged over a
15 minute period (15).

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11 Greenhouse Gases Description Sources Health Effects
CH4 CH4 is an extremely effective
absorber of radiation, although
its atmospheric concentration is
less than CO2 and its lifetime in
the atmosphere is brief (10-12
years), compared to other GHGs.

CH4 has both natural
and anthropogenic
sources. It is
released as part of
the biological
processes in low
oxygen
environments, such
as in swamplands or
in rice production (at
the roots of the
plants). Over the
last 50 years, human
activities such as
growing rice, raising
cattle, using natural
gas, and mining coal
have added to the
atmospheric
concentration of
CH4. Other
anthropocentric
sources include
fossil-fuel
combustion and
biomass burning
(16).

CH4 is extremely reactive
with oxidizers, halogens, and
other halogen-containing
compounds. Exposure to
high levels of CH4 can cause
asphyxiation, loss of
consciousness, headache
and dizziness, nausea and
vomiting, weakness, loss of
coordination, and an
increased breathing rate.

N2O N2O, also known as laughing gas,
is a colorless GHG.

Concentrations of N2O also
began to rise at the beginning of
the industrial revolution. In
1998, the global concentration
was 314 parts per billion (ppb).

N2O is produced by
microbial processes
in soil and water,
including those
reactions which
occur in fertilizer
containing nitrogen.

In addition to
agricultural sources,
some industrial
processes (fossil
fuel-fired power
plants, nylon
production, nitric
acid production, and
vehicle emissions)
also contribute to its
atmospheric load. It
is used as an aerosol
spray propellant, i.e.,
in whipped cream
bottles. It is also
N2O can cause dizziness,
euphoria, and sometimes
slight hallucinations. In
small doses, it is considered
harmless. However, in some
cases, heavy and extended
use can cause Olney’s
Lesions (brain damage) (17).

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12 Greenhouse Gases Description Sources Health Effects
used in potato chip
bags to keep chips
fresh. It is used in
rocket engines and
in race cars. N2O can
be transported into
the stratosphere, be
deposited on the
earth’s surface, and
be converted to
other compounds by
chemical reaction
(17).

Chlorofluorocarbons
(CFCs)
CFCs are gases formed
synthetically by replacing all
hydrogen atoms in CH4 or ethane
(C2H6) with chlorine and/or
fluorine atoms. CFCs are
nontoxic, nonflammable,
insoluble and chemically
unreactive in the troposphere
(the level of air at the earth’s
surface).

CFCs have no natural
source but were first
synthesized in 1928.

They were used for
refrigerants, aerosol
propellants and
cleaning solvents.

Due to the discovery
that they are able to
destroy
stratospheric ozone,
a global effort to halt
their production was
undertaken and was
extremely
successful, so much
so that levels of the
major CFCs are now
remaining steady or
declining. However,
their long
atmospheric
lifetimes mean that
some of the CFCs will
remain in the
atmosphere for over
100 years (18).

In confined indoor locations,
working with CFC-113 or
other CFCs is thought to
result in death by cardiac
arrhythmia (heart frequency
too high or too low) or
asphyxiation.

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13 Greenhouse Gases Description Sources Health Effects
HFCs HFCs are synthetic, man-made
chemicals that are used as a
substitute for CFCs. Out of all
the GHGs, they are one of three
groups with the highest global
warming potential (GWP). The
HFCs with the largest measured
atmospheric abundances are (in
order), fluoroform (CHF3),
1,1,1,2-tetrafluoroethane
(CH2FCF), and 1,1-difluoroethane
(CH3CF2). Prior to 1990, the only
significant emissions were of
CHF3. CH2FCF emissions are
increasing due to its use as a
refrigerant.

HFCs are manmade
for applications such
as automobile air
conditioners and
refrigerants.

No health effects are known
to result from exposure to
HFCs.

PFCs PFCs have stable molecular
structures and do not break
down through chemical
processes in the lower
atmosphere. High-energy
ultraviolet rays, which occur
about 60 kilometers above
earth’s surface, are able to
destroy the compounds.

Because of this, PFCs have very
long lifetimes, between 10,000
and 50,000 years. Two common
PFCs are tetrafluoromethane
(CF4) and hexafluoroethane
(C2F6). The EPA estimates that
concentrations of CF4 in the
atmosphere are over 70 parts
per trillion (ppt).

The two main
sources of PFCs are
primary aluminum
production and
semiconductor
manufacture.

No health effects are known
to result from exposure to
PFCs.

SF6 SF6 is an inorganic, odorless,
colorless, nontoxic,
nonflammable gas. It also has
the highest GWP of any gas
evaluated (23,900) (19). The EPA
indicates that concentrations in
the 1990s were about 4 ppt.

SF6 is used for
insulation in electric
power transmission
and distribution
equipment, in the
magnesium industry,
in semiconductor
manufacturing, and
as a tracer gas for
leak detection.

In high concentrations in
confined areas, the gas
presents the hazard of
suffocation because it
displaces the oxygen needed
for breathing.

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14 Greenhouse Gases Description Sources Health Effects
Nitrogen Trifluoride
(NF3)
NF3 is a colorless gas with a
distinctly moldy odor. The World
Resources Institute (WRI)
indicates that NF3 has a 100-year
GWP of 17,200 (20).

NF3 is used in
industrial processes
and is produced in
the manufacturing of
semiconductors,
Liquid Crystal Display
(LCD) panels, types
of solar panels, and
chemical lasers.

Long-term or repeated
exposure may affect the liver
and kidneys and may cause
fluorosis (21).

The potential health effects related directly to the emissions of CO2, CH4, and N2O as they relate to development projects such as the proposed Project are still being debated in the scientific community. Their cumulative effects to GCC have the potential to cause adverse effects to human health. Increases in Earth’s ambient temperatures would result in more intense heat waves, causing more heat-related deaths. Scientists also purport that higher ambient temperatures would increase disease survival rates and result in more widespread disease.

Climate change will likely cause shifts in weather patterns, potentially resulting in devastating droughts and food shortages in some areas (22). Exhibit 2-A presents the potential impacts of global warming (23).

EXHIBIT 2-A: SUMMARY OF PROJECTED GLOBAL WARMING IMPACT, 2070-2099 (AS COMPARED WITH 1961-1990) Source: Barbara H. Allen-Diaz. “Climate change affects us all.” University of California, Agriculture and Natural Resources, 2009.

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15 2.4 GLOBAL WARMING POTENTIAL
GHGs have varying GWP values. GWP of a GHG indicates the amount of warming a gas causes over a given period of time and represents the potential of a gas to trap heat in the atmosphere.

CO2 is utilized as the reference gas for GWP, and thus has a GWP of 1. CO2 equivalent (CO2e) is a term used for describing the difference GHGs in a common unit. CO2e signifies the amount of CO2 which would have the equivalent GWP.

The atmospheric lifetime and GWP of selected GHGs are summarized at Table 2-2. As shown in the table below, GWP for the Second Assessment Report, the Intergovernmental Panel on Climate Change (IPCC)’s scientific and socio-economic assessment on climate change, range from 1 for CO2 to 23,900 for SF6 and GWP for the IPCC’s 5th Assessment Report range from 1 for CO2 to 23,500 for SF6 (24).

TABLE 2-2: GWP AND ATMOSPHERIC LIFETIME OF SELECT GHGS
Gas Atmospheric Lifetime
(years)
GWP (100-year time horizon)
2 nd Assessment Report 5th Assessment Report
CO2 See* 1 1
CH4 12 .4 21 28
N2O 121 310 265
HFC-23 222 11,700 12,400
HFC-134a 13.4 1,300 1,300
HFC-152a 1.5 140 138
SF6 3,200 23,900 23,500
*As per Appendix 8.A. of IPCC’s 5th Assessment Report, no single lifetime can be given.

Source: Table 2.14 of the IPCC Fourth Assessment Report, 2007

2.5 GHGEMISSIONS INVENTORIES

2.5.1 GLOBAL
Worldwide anthropogenic GHG emissions are tracked by the IPCC for industrialized nations (referred to as Annex I) and developing nations (referred to as Non-Annex I). Human GHG emissions data for Annex I nations are available through 2018. Based on the latest available data, the sum of these emissions totaled approximately 28,768,439 gigagram (Gg) CO2e 1 (25) (26) as
summarized on Table 2-3.
1 The global emissions are the sum of Annex I and non-Annex I countries, without counting Land-Use, Land-Use Change and Forestry (LULUCF).

For countries without 2018 data, the United Nations’ Framework Convention on Climate Change (UNFCCC) data for the most recent year were used U.N. Framework Convention on Climate Change, “Annex I Parties – GHG total without LULUCF,” The most recent GHG emissions for China and India are from 2014 and 2010, respectively.

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16 2.5.2 UNITED STATES
As noted in Table 2-3, the United States, as a single country, was the number two producer of GHG emissions in 2018.

TABLE 2-3: TOP GHG PRODUCING COUNTRIES AND THE EUROPEAN UNION 2 Emitting Countries GHG Emissions (Gg CO2e)
China 12,300,200
United States 6,676,650
European Union (28-member countries) 4,232,274
Russian Federation 2,220,123
India 2,100,850
Japan 1,238,343
Total 28,768,439

2.5.3 STATE OF CALIFORNIA
California has significantly slowed the rate of growth of GHG emissions due to the implementation of energy efficiency programs as well as adoption of strict emission controls, but is still a substantial contributor to the United States (U.S.) emissions inventory total (27). The California Air Resource Board (CARB) compiles GHG inventories for the State of California. Based upon the 2019 GHG inventory data (i.e., the latest year for which data are available) for the 2000- 2017 GHG emissions period, California emitted an average 424.1 million metric tons of CO2e per year (MMTCO2e/yr) (28).

2.6 EFFECTS OF CLIMATE CHANGE IN CALIFORNIA

2.6.1 PUBLIC HEALTH
Higher temperatures may increase the frequency, duration, and intensity of conditions conducive to air pollution formation. For example, days with weather conducive to ozone formation could increase from 25 to 35% under the lower warming range to 75 to 85% under the medium warming range. In addition, if global background ozone levels increase as predicted in some scenarios, it may become impossible to meet local air quality standards. Air quality could be further compromised by increases in wildfires, which emit fine particulate matter that can travel long distances, depending on wind conditions. The Climate Scenarios report indicates that large wildfires could become up to 55% more frequent if GHG emissions are not significantly reduced.

In addition, under the higher warming range scenario, there could be up to 100 more days per year with temperatures above 90F in Los Angeles and 95F in Sacramento by 2100. This is a large increase over historical patterns and approximately twice the increase projected if temperatures 2 Used http://unfccc.int data for Annex I countries. Consulted the CAIT Climate Data Explorer in https://www.climatewatchdata.org site to reference Non-Annex I countries of China and India.

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17 remain within or below the lower warming range. Rising temperatures could increase the risk of death from dehydration, heat stroke/exhaustion, heart attack, stroke, and respiratory distress caused by extreme heat.

2.6.2 WATER RESOURCES
A vast network of man-made reservoirs and aqueducts captures and transports water throughout the state from northern California rivers and the Colorado River. The current distribution system relies on Sierra Nevada snowpack to supply water during the dry spring and summer months.

Rising temperatures, potentially compounded by decreases in precipitation, could severely reduce spring snowpack, increasing the risk of summer water shortages.

If temperatures continue to increase, more precipitation could fall as rain instead of snow, and the snow that does fall could melt earlier, reducing the Sierra Nevada spring snowpack by as much as 70 to 90%. Under the lower warming range scenario, snowpack losses could be only half as large as those possible if temperatures were to rise to the higher warming range. How much snowpack could be lost depends in part on future precipitation patterns, the projections for which remain uncertain. However, even under the wetter climate projections, the loss of snowpack could pose challenges to water managers and hamper hydropower generation. It could also adversely affect winter tourism. Under the lower warming range, the ski season at lower elevations could be reduced by as much as a month. If temperatures reach the higher warming range and precipitation declines, there might be many years with insufficient snow for skiing and snowboarding.

The State’s water supplies are also at risk from rising sea levels. An influx of saltwater could degrade California’s estuaries, wetlands, and groundwater aquifers. Saltwater intrusion caused by rising sea levels is a major threat to the quality and reliability of water within the southern edge of the Sacramento/San Joaquin River Delta – a major fresh water supply.

2.6.3 AGRICULTURE
Increased temperatures could cause widespread changes to the agriculture industry reducing the quantity and quality of agricultural products statewide. First, California farmers could possibly lose as much as 25% of the water supply needed. Although higher CO2 levels can stimulate plant production and increase plant water-use efficiency, California’s farmers could face greater water demand for crops and a less reliable water supply as temperatures rise. Crop growth and development could change, as could the intensity and frequency of pest and disease outbreaks.

Rising temperatures could aggravate ozone pollution, which makes plants more susceptible to disease and pests and interferes with plant growth.

Plant growth tends to be slow at low temperatures, increasing with rising temperatures up to a threshold. However, faster growth can result in less-than-optimal development for many crops, so rising temperatures could worsen the quantity and quality of yield for a number of California’s agricultural products. Products likely to be most affected include wine grapes, fruits and nuts.

In addition, continued GCC could shift the ranges of existing invasive plants and weeds and alter competition patterns with native plants. Range expansion could occur in many species while F.1.m
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18 range contractions may be less likely in rapidly evolving species with significant populations already established. Should range contractions occur, new or different weed species could fill the emerging gaps. Continued GCC could alter the abundance and types of many pests, lengthen pests’ breeding season, and increase pathogen growth rates.

2.6.4 FORESTS AND LANDSCAPES
GCC has the potential to intensify the current threat to forests and landscapes by increasing the risk of wildfire and altering the distribution and character of natural vegetation. If temperatures rise into the medium warming range, the risk of large wildfires in California could increase by as much as 55%, which is almost twice the increase expected if temperatures stay in the lower warming range. However, since wildfire risk is determined by a combination of factors, including precipitation, winds, temperature, and landscape and vegetation conditions, future risks will not be uniform throughout the state. In contrast, wildfires in northern California could increase by up to 90% due to decreased precipitation.

Moreover, continued GCC has the potential to alter natural ecosystems and biological diversity within the state. For example, alpine and subalpine ecosystems could decline by as much as 60 to 80% by the end of the century as a result of increasing temperatures. The productivity of the state’s forests has the potential to decrease as a result of GCC.

2.6.5 RISING SEA LEVELS
Rising sea levels, more intense coastal storms, and warmer water temperatures could increasingly threaten the state’s coastal regions. Under the higher warming range scenario, sea level is anticipated to rise 22 to 35 inches by 2100. Elevations of this magnitude would inundate low-lying coastal areas with saltwater, accelerate coastal erosion, threaten vital levees and inland water systems, and disrupt wetlands and natural habitats. Under the lower warming range scenario, sea level could rise 12-14 inches.

2.7 REGULATORY SETTING

2.7.1 INTERNATIONAL
Climate change is a global issue involving GHG emissions from all around the world; therefore, countries such as the ones discussed below have made an effort to reduce GHGs.

IPCC
In 1988, the United Nations (U.N.) and the World Meteorological Organization established the IPCC to assess the scientific, technical and socioeconomic information relevant to understanding the scientific basis of risk of human-induced climate change, its potential impacts, and options for adaptation and mitigation.

UNITED NATION’S FRAMEWORK CONVENTION ON CLIMATE CHANGE (CONVENTION) On March 21, 1994, the U.S. joined a number of countries around the world in signing the Convention. Under the Convention, governments gather and share information on GHG F.1.m
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19 emissions, national policies, and best practices; launch national strategies for addressing GHG emissions and adapting to expected impacts, including the provision of financial and technological support to developing countries; and cooperate in preparing for adaptation to the impacts of climate change.

INTERNATIONAL CLIMATE CHANGE TREATIES
The Kyoto Protocol is an international agreement linked to the Convention. The major feature of the Kyoto Protocol is that it sets binding targets for 37 industrialized countries and the European community for reducing GHG emissions at an average of 5% against 1990 levels over the five-year period 2008–2012. The Convention (as discussed above) encouraged industrialized countries to stabilize emissions; however, the Protocol commits them to do so. Developed countries have contributed more emissions over the last 150 years; therefore, the Protocol places a heavier burden on developed nations under the principle of “common but differentiated responsibilities.”
In 2001, President George W. Bush indicated that he would not submit the treaty to the U.S.

Senate for ratification, which effectively ended American involvement in the Kyoto Protocol. In December 2009, international leaders met in Copenhagen to address the future of international climate change commitments post-Kyoto. No binding agreement was reached in Copenhagen; however, the Committee identified the long-term goal of limiting the maximum global average temperature increase to no more than 2 degrees Celsius (°C) above pre-industrial levels, subject to a review in 2015. The UN Climate Change Committee held additional meetings in Durban, South Africa in November 2011; Doha, Qatar in November 2012; and Warsaw, Poland in November 2013. The meetings are gradually gaining consensus among participants on individual climate change issues.

On September 23, 2014 more than 100 Heads of State and Government and leaders from the private sector and civil society met at the Climate Summit in New York hosted by the U.N. At the Summit, heads of government, business and civil society announced actions in areas that would have the greatest impact on reducing emissions, including climate finance, energy, transport, industry, agriculture, cities, forests, and building resilience.

Parties to the U.N. Framework Convention on Climate Change (UNFCCC) reached a landmark agreement on December 12, 2015 in Paris, charting a fundamentally new course in the twodecade-old global climate effort. Culminating a four-year negotiating round, the new treaty ends the strict differentiation between developed and developing countries that characterized earlier efforts, replacing it with a common framework that commits all countries to put forward their best efforts and to strengthen them in the years ahead. This includes, for the first time, requirements that all parties report regularly on their emissions and implementation efforts and undergo international review.

The agreement and a companion decision by parties were the key outcomes of the conference, known as the 21st session of the UNFCCC Conference of the Parties (COP) 21. Together, the Paris Agreement and the accompanying COP decision:

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20 • Reaffirm the goal of limiting global temperature increase well below 2°C, while urging efforts to limit the increase to 1.5 degrees;
• Establish binding commitments by all parties to make “nationally determined contributions” (NDCs), and to pursue domestic measures aimed at achieving them; • Commit all countries to report regularly on their emissions and “progress made in implementing and achieving” their NDCs, and to undergo international review; • Commit all countries to submit new NDCs every five years, with the clear expectation that they will “represent a progression” beyond previous ones; • Reaffirm the binding obligations of developed countries under the UNFCCC to support the efforts of developing countries, while for the first time encouraging voluntary contributions by developing countries too;
• Extend the current goal of mobilizing $100 billion a year in support by 2020 through 2025, with a new, higher goal to be set for the period after 2025; • Extend a mechanism to address “loss and damage” resulting from climate change, which explicitly will not “involve or provide a basis for any liability or compensation;” • Require parties engaging in international emissions trading to avoid “double counting;” and • Call for a new mechanism, similar to the Clean Development Mechanism under the Kyoto Protocol, enabling emission reductions in one country to be counted toward another country’s NDC (C2ES 2015a) (29).

On November 4, 2019, the Trump administration formally notified the U.N. that the United States would withdraw from the Paris Agreement. It should be noted that withdrawal would be effective one year after notification in 2020.

2.7.2 NATIONAL
Prior to the last decade, there have been no concrete federal regulations of GHGs or major planning for climate change adaptation. The following are actions regarding the federal government, GHGs, and fuel efficiency.

GHGENDANGERMENT
In Massachusetts v. Environmental Protection Agency 549 U.S. 497 (2007), decided on April 2, 2007, the United States Supreme Court (U.S. Court) found that four GHGs, including CO2, are air pollutants subject to regulation under Section 202(a)(1) of the Clean Air Act (CAA). The Court held that the EPA Administrator must determine whether emissions of GHGs from new motor vehicles cause or contribute to air pollution, which may reasonably be anticipated to endanger public health or welfare, or whether the science is too uncertain to make a reasoned decision.

On December 7, 2009, the EPA Administrator signed two distinct findings regarding GHGs under section 202(a) of the CAA:
• Endangerment Finding: The Administrator finds that the current and projected concentrations of the six key well-mixed GHGs— CO2, CH4, N2O, HFCs, PFCs, and SF6—in the atmosphere threaten the public health and welfare of current and future generations.

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21 • Cause or Contribute Finding: The Administrator finds that the combined emissions of these wellmixed GHGs from new motor vehicles and new motor vehicle engines contribute to the GHG pollution, which threatens public health and welfare.

These findings do not impose requirements on industry or other entities. However, this was a prerequisite for implementing GHG emissions standards for vehicles, as discussed in the section “Clean Vehicles” below. After a lengthy legal challenge, the U.S. Court declined to review an Appeals Court ruling that upheld the EPA Administrator’s findings (30).

CLEAN VEHICLES
Congress first passed the Corporate Average Fuel Economy law in 1975 to increase the fuel economy of cars and light duty trucks. The law has become more stringent over time. On May 19, 2009, President Obama put in motion a new national policy to increase fuel economy for all new cars and trucks sold in the U.S. On April 1, 2010, the EPA and the Department of Transportation’s National Highway Traffic Safety Administration (NHTSA) announced a joint final rule establishing a national program that would reduce GHG emissions and improve fuel economy for new cars and trucks sold in the U.S.

The first phase of the national program applies to passenger cars, light-duty trucks, and mediumduty (MD) passenger vehicles, covering model years 2012 through 2016. They require these vehicles to meet an estimated combined average emissions level of 250 grams of CO2 per mile, equivalent to 35.5 miles per gallon (mpg) if the automobile industry were to meet this CO2 level solely through fuel economy improvements. Together, these standards would cut CO2 emissions by an estimated 960 million metric tons and 1.8 billion barrels of oil over the lifetime of the vehicles sold under the program (model years 2012–2016). The EPA and the NHTSA issued final rules on a second-phase joint rulemaking establishing national standards for light-duty vehicles for model years 2017 through 2025 in August 2012. The new standards for model years 2017 through 2025 apply to passenger cars, light-duty trucks, and MD passenger vehicles. The final standards are projected to result in an average industry fleetwide level of 163 grams/mile of CO2 in model year 2025, which is equivalent to 54.5 mpg if achieved exclusively through fuel economy improvements.

The EPA and the U.S. Department of Transportation issued final rules for the first national standards to reduce GHG emissions and improve fuel efficiency of heavy-duty trucks (HDT) and buses on September 15, 2011, effective November 14, 2011. For combination tractors, the agencies are proposing engine and vehicle standards that begin in the 2014 model year and achieve up to a 20% reduction in CO2 emissions and fuel consumption by the 2018 model year.

For HDT and vans, the agencies are proposing separate gasoline and diesel truck standards, which phase in starting in the 2014 model year and achieve up to a 10% reduction for gasoline vehicles and a 15% reduction for diesel vehicles by the 2018 model year (12 and 17% respectively if accounting for air conditioning leakage). Lastly, for vocational vehicles, the engine and vehicle standards would achieve up to a 10% reduction in fuel consumption and CO2 emissions from the 2014 to 2018 model years.

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22 On April 2, 2018, the EPA signed the Mid-term Evaluation Final Determination, which declared that the MY 2022-2025 GHG standards are not appropriate and should be revised (31). This Final Determination serves to initiate a notice to further consider appropriate standards for MY 2022- 2025 light-duty vehicles. On August 2,2018, the NHTSA in conjunction with the EPA, released a notice of proposed rulemaking, the Safer Affordable Fuel-Efficient (SAFE) Vehicles Rule for Model Years 2021-2026 Passenger Cars and Light Trucks (SAFE Vehicles Rule). The SAFE Vehicles Rule was proposed to amend exiting Corporate Average Fuel Economy (CAFE) and tailpipe CO2 standards for passenger cars and light trucks and to establish new standards covering model years 2021 through 2026. As of March 31, 2020, the NHTSA and EPA finalized the SAFE Vehicle Rule which increased stringency of CAFE and CO2 emissions standards by 1.5% each year through model year 2026 (32).

MANDATORY REPORTING OF GHGS
The Consolidated Appropriations Act of 2008, passed in December 2007, requires the establishment of mandatory GHG reporting requirements. On September 22, 2009, the EPA issued the Final Mandatory Reporting of GHGs Rule, which became effective January 1, 2010.

The rule requires reporting of GHG emissions from large sources and suppliers in the U.S. and is intended to collect accurate and timely emissions data to inform future policy decisions. Under the rule, suppliers of fossil fuels or industrial GHGs, manufacturers of vehicles and engines, and facilities that emit 25,000 metric tons per year (MT/yr) or more of GHG emissions are required to submit annual reports to the EPA.

NEW SOURCE REVIEW
The EPA issued a final rule on May 13, 2010, that establishes thresholds for GHGs that define when permits under the New Source Review Prevention of Significant Deterioration and Title V Operating Permit programs are required for new and existing industrial facilities. This final rule “tailors” the requirements of these CAA permitting programs to limit which facilities will be required to obtain Prevention of Significant Deterioration and Title V permits. In the preamble to the revisions to the Federal Code of Regulations, the EPA states:
“This rulemaking is necessary because without it the Prevention of Significant Deterioration and Title V requirements would apply, as of January 2, 2011, at the 100 or 250 tons per year levels provided under the CAA, greatly increasing the number of required permits, imposing undue costs on small sources, overwhelming the resources of permitting authorities, and severely impairing the functioning of the programs. EPA is relieving these resource burdens by phasing in the applicability of these programs to GHG sources, starting with the largest GHG emitters. This rule establishes two initial steps of the phase-in. The rule also commits the agency to take certain actions on future steps addressing smaller sources but excludes certain smaller sources from Prevention of Significant Deterioration and Title V permitting for GHG emissions until at least April 30, 2016.”
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23 The EPA estimates that facilities responsible for nearly 70% of the national GHG emissions from stationary sources will be subject to permitting requirements under this rule. This includes the nation’s largest GHG emitters—power plants, refineries, and cement production facilities.

STANDARDS OF PERFORMANCE FOR GHGEMISSIONS FOR NEW STATIONARY SOURCES: ELECTRIC UTILITY GENERATING UNITS
As required by a settlement agreement, the EPA proposed new performance standards for emissions of CO2 for new, affected, fossil fuel-fired electric utility generating units on March 27, 2012. New sources greater than 25 megawatts (MW) would be required to meet an outputbased standard of 1,000 pounds (lbs) of CO2 per MW-hour (MWh), based on the performance of widely used natural gas combined cycle technology. It should be noted that on February 9, 2016 the U.S. Court issued a stay of this regulation pending litigation. Additionally, the current EPA Administrator has also signed a measure to repeal the Clean Power Plan, including the CO2 standards. The Clean Power Plan was officially repealed on June 19, 2019, when the EPA issued the final Affordable Clean Energy rule (ACE). Under ACE, new state emission guidelines were established that provided existing coal-fired electric utility generating units with achievable standards.

CAP-AND-TRADE
Cap-and-trade refers to a policy tool where emissions are limited to a certain amount and can be traded or provides flexibility on how the emitter can comply. Successful examples in the U.S. include the Acid Rain Program and the N2O Budget Trading Program and Clean Air Interstate Rule in the northeast. There is no federal GHG cap-and-trade program currently; however, some states have joined to create initiatives to provide a mechanism for cap-and-trade.

The Regional GHG Initiative is an effort to reduce GHGs among the states of Connecticut, Delaware, Maine, Maryland, Massachusetts, New Hampshire, New York, Rhode Island, and Vermont. Each state caps CO2 emissions from power plants, auctions CO2 emission allowances, and invests the proceeds in strategic energy programs that further reduce emissions, save consumers money, create jobs, and build a clean energy economy. The Initiative began in 2008 and in 2020 has retained all participating states.

The Western Climate Initiative (WCI) partner jurisdictions have developed a comprehensive initiative to reduce regional GHG emissions to 15% below 2005 levels by 2020. The partners were originally California, British Columbia, Manitoba, Ontario, and Quebec. However, Manitoba and Ontario are not currently participating. California linked with Quebec’s cap-and-trade system January 1, 2014, and joint offset auctions took place in 2015. While the WCI has yet to publish whether it has successfully reached the 2020 emissions goal initiative set in 2007, SB 32, requires that California, a major partner in the WCI, adopt the goal of reducing statewide GHG emissions to 40% below the 1990 level by 2030.

SMARTWAY PROGRAM
The SmartWay Program is a public-private initiative between the EPA, large and small trucking companies, rail carriers, logistics companies, commercial manufacturers, retailers, and other F.1.m
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24 federal and state agencies. Its purpose is to improve fuel efficiency and the environmental performance (reduction of both GHG emissions and air pollution) of the goods movement supply chains. SmartWay is comprised of four components (33):

1. SmartWay Transport Partnership: A partnership in which freight carriers and shippers commit to benchmark operations, track fuel consumption, and improve performance annually.

2. SmartWay Technology Program: A testing, verification, and designation program to help freight companies identify equipment, technologies, and strategies that save fuel and lower emissions.

3. SmartWay Vehicles: A program that ranks light‐duty cars and small trucks and identifies superior environmental performers with the SmartWay logo.

4. SmartWay International Interests: Guidance and resources for countries seeking to develop freight sustainability programs modeled after SmartWay.

SmartWay effectively refers to requirements geared towards reducing fuel consumption. Most large trucking fleets driving newer vehicles are compliant with SmartWay design requirements.

Moreover, over time, all HDTs will have to comply with the CARB GHG Regulation that is designed with the SmartWay Program in mind, to reduce GHG emissions by making them more fuelefficient. For instance, in 2015, 53 foot or longer dry vans or refrigerated trailers equipped with a combination of SmartWay-verified low-rolling resistance tires and SmartWay-verified aerodynamic devices would obtain a total of 10% or more fuel savings over traditional trailers.

Through the SmartWay Technology Program, the EPA has evaluated the fuel saving benefits of various devices through grants, cooperative agreements, emissions and fuel economy testing, demonstration projects and technical literature review. As a result, the EPA has determined the following types of technologies provide fuel saving and/or emission reducing benefits when used properly in their designed applications, and has verified certain products:
• Idle reduction technologies – less idling of the engine when it is not needed would reduce fuel consumption.
• Aerodynamic technologies minimize drag and improve airflow over the entire tractor‐trailer vehicle. Aerodynamic technologies include gap fairings that reduce turbulence between the tractor and trailer, side skirts that minimize wind under the trailer, and rear fairings that reduce turbulence and pressure drop at the rear of the trailer. • Low rolling resistance tires can roll longer without slowing down, thereby reducing the amount of fuel used. Rolling resistance (or rolling friction or rolling drag) is the force resisting the motion when a tire rolls on a surface. The wheel will eventually slow down because of this resistance.
• Retrofit technologies include things such as diesel particulate filters, emissions upgrades (to a higher tier), etc., which would reduce emissions.
• Federal excise tax exemptions.

2.7.3 CALIFORNIA

2.7.3.1 LEGISLATIVE ACTIONS TO REDUCE GHGS
The State of California legislature has enacted a series of bills that constitute the most aggressive program to reduce GHGs of any state in the nation. Some legislation such as the landmark AB 32 F.1.m
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25 was specifically enacted to address GHG emissions. Other legislation such as Title 24 and Title 20 energy standards were originally adopted for other purposes such as energy and water conservation, but also provide GHG reductions. This section describes the major provisions of the legislation.

AB 32
The California State Legislature enacted AB 32, which required that GHGs emitted in California be reduced to 1990 levels by the year 2020 (this goal has been met3). GHGs as defined under AB 32 include CO2, CH4, N2O, HFCs, PFCs, and SF6. Since AB 32 was enacted, a seventh chemical, nitrogen trifluoride, has also been added to the list of GHGs. The CARB is the state agency charged with monitoring and regulating sources of GHGs. AB 32 states the following:
“Global warming poses a serious threat to the economic well-being, public health, natural resources, and the environment of California. The potential adverse impacts of global warming include the exacerbation of air quality problems, a reduction in the quality and supply of water to the state from the Sierra snowpack, a rise in sea levels resulting in the displacement of thousands of coastal businesses and residences, damage to marine ecosystems and the natural environment, and an increase in the incidences of infectious diseases, asthma, and other human health-related problems.”
SB 32
On September 8, 2016, Governor Jerry Brown signed the SB 32 and its companion bill, AB 197.

SB 32 requires the state to reduce statewide GHG emissions to 40% below 1990 levels by 2030, a reduction target that was first introduced in Executive Order B-30-15. The new legislation builds upon the AB 32 goal and provides an intermediate goal to achieving S-3-05, which sets a statewide GHG reduction target of 80% below 1990 levels by 2050. AB 197 creates a legislative committee to oversee regulators to ensure that CARB not only responds to the Governor, but also the Legislature (34).

CARB SCOPING PLAN UPDATE
In November 2017, CARB released the Final 2017 Scoping Plan Update, which identifies the State’s post-2020 reduction strategy. The Final 2017 Scoping Plan Update reflects the 2030 target of a 40% reduction below 1990 levels, set by Executive Order B-30-15 and codified by SB 32. Key programs that the proposed Second Update builds upon include the Cap-and-Trade Regulation, the LCFS, and much cleaner cars, trucks and freight movement, utilizing cleaner, renewable energy, and strategies to reduce CH4 emissions from agricultural and other wastes.

The Final 2017 Scoping Plan Update establishes a new emissions limit of 260 MMTCO2e for the year 2030, which corresponds to a 40% decrease in 1990 levels by 2030 (35). 3 Based upon the 2019 GHG inventory data (i.e., the latest year for which data are available) for the 2000-2017 GHG emissions period, California emitted an average 424.1 MMTCO2e (60). This is less than the 2020 emissions target of 431 MMTCO2e.

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26 California’s climate strategy will require contributions from all sectors of the economy, including the land base, and will include enhanced focus on zero- and near-zero-emission (ZE/NZE) vehicle technologies; continued investment in renewables, including solar roofs, wind, and other distributed generation; greater use of low carbon fuels; integrated land conservation and development strategies; coordinated efforts to reduce emissions of short-lived climate pollutants (CH4, black carbon, and fluorinated gases); and an increased focus on integrated land use planning to support livable, transit-connected communities and conservation of agricultural and other lands. Requirements for direct GHG reductions at refineries will further support air quality co-benefits in neighborhoods, including in disadvantaged communities historically located adjacent to these large stationary sources, as well as efforts with California’s local air pollution control and air quality management districts (air districts) to tighten emission limits on a broad spectrum of industrial sources. Major elements of the Final 2017 Scoping Plan Update framework include:
• Implementing and/or increasing the standards of the Mobile Source Strategy, which include increasing ZEV buses and trucks.
• LCFS, with an increased stringency (18% by 2030).
• Implementing SB 350, which expands the RPS to 50% RPS and doubles energy efficiency savings by 2030.
• California Sustainable Freight Action Plan, which improves freight system efficiency, utilizes near-zero emissions technology, and deployment of zero-emission vehicles (ZEV) trucks. • Implementing the proposed Short-Lived Climate Pollutant Strategy (SLPS), which focuses on reducing CH4 and hydroflurocarbon emissions by 40% and anthropogenic black carbon emissions by 50% by year 2030.
• Continued implementation of SB 375.
• Post-2020 Cap-and-Trade Program that includes declining caps. • 20% reduction in GHG emissions from refineries by 2030. • Development of a Natural and Working Lands Action Plan to secure California’s land base as a net carbon sink.

Note, however, that the Final 2017 Scoping Plan Update acknowledges that:
“[a]chieving net zero increases in GHG emissions, resulting in no contribution to GHG impacts, may not be feasible or appropriate for every project, however, and the inability of a project to mitigate its GHG emissions to net zero does not imply the project results in a substantial contribution to the cumulatively significant environmental impact of climate change under CEQA.”
In addition to the statewide strategies listed above, the Final 2017 Scoping Plan Update also identifies local governments as essential partners in achieving the State’s long-term GHG reduction goals and identifies local actions to reduce GHG emissions. As part of the recommended actions, CARB recommends that local governments achieve a community-wide goal to achieve emissions of no more than 6 metric tons of CO2e (MTCO2e) or less per capita by 2030 and 2 MTCO2e or less per capita by 2050. For CEQA projects, CARB states that lead agencies F.1.m
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27 may develop evidenced-based bright-line numeric thresholds—consistent with the Scoping Plan and the State’s long-term GHG goals—and projects with emissions over that amount may be required to incorporate on-site design features and mitigation measures that avoid or minimize project emissions to the degree feasible; or, a performance-based metric using a CAP or other plan to reduce GHG emissions is appropriate.

According to research conducted by the Lawrence Berkeley National Laboratory (LBNL) and supported by CARB, California, under its existing and proposed GHG reduction policies, could achieve the 2030 goals under SB 32. The research utilized a new, validated model known as the California LBNL GHG Analysis of Policies Spreadsheet (CALGAPS), which simulates GHG and criteria pollutant emissions in California from 2010 to 2050 in accordance to existing and future GHG-reducing policies. The CALGAPS model showed that by 2030, emissions could range from 211 to 428 MTCO2e per year (MTCO2e/yr), indicating that “even if all modeled policies are not implemented, reductions could be sufficient to reduce emissions 40% below the 1990 level [of SB 32].” CALGAPS analyzed emissions through 2050 even though it did not generally account for policies that might be put in place after 2030. Although the research indicated that the emissions would not meet the State’s 80% reduction goal by 2050, various combinations of policies could allow California’s cumulative emissions to remain very low through 2050 (36) (37).

CAP-AND-TRADE PROGRAM
The Scoping Plan identifies a Cap-and-Trade Program as one of the key strategies for California to reduce GHG emissions. According to CARB, a cap-and-trade program will help put California on the path to meet its goal of achieving a 40% reduction in GHG emissions from 1990 levels by 2030. Under cap-and-trade, an overall limit on GHG emissions from capped sectors is established, and facilities subject to the cap will be able to trade permits to emit GHGs within the overall limit.

CARB adopted a California Cap-and-Trade Program pursuant to its authority under AB 32. The Cap-and-Trade Program is designed to reduce GHG emissions from regulated entities by more than 16% between 2013 and 2020, and by an additional 40% by 2030. The statewide cap for GHG emissions from the capped sectors (e.g., electricity generation, petroleum refining, and cement production) commenced in 2013 and will decline over time, achieving GHG emission reductions throughout the program’s duration.

Covered entities that emit more than 25.000 MTCO2e/yr must comply with the Cap-and-Trade Program. Triggering of the 25.000 MTCO2e/yr “inclusion threshold” is measured against a subset of emissions reported and verified under the California Regulation for the Mandatory Reporting of GHG Emissions (Mandatory Reporting Rule or “MRR”).

Under the Cap-and-Trade Program, CARB issues allowances equal to the total amount of allowable emissions over a given compliance period and distributes these to regulated entities.

Covered entities are allocated free allowances in whole or part (if eligible), and may buy allowances at auction, purchase allowances from others, or purchase offset credits. Each covered entity with a compliance obligation is required to surrender “compliance instruments” for each MTCO2e of GHG they emit. There also are requirements to surrender compliance instruments covering 30% of the prior year’s compliance obligation by November of each year (38).

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28 The Cap-and-Trade Program provides a firm cap, which provides the highest certainty of achieving the 2030 target. An inherent feature of the Cap-and-Trade program is that it does not guarantee GHG emissions reductions in any discrete location or by any particular source. Rather, GHG emissions reductions are only guaranteed on an accumulative basis. As summarized by CARB in the First Update to the Climate Change Scoping Plan:
“The Cap-and-Trade Regulation gives companies the flexibility to trade allowances with others or take steps to cost-effectively reduce emissions at their own facilities.

Companies that emit more have to turn in more allowances or other compliance instruments. Companies that can cut their GHG emissions have to turn in fewer allowances. But as the cap declines, aggregate emissions must be reduced. In other words, a covered entity theoretically could increase its GHG emissions every year and still comply with the Cap-and-Trade Program if there is a reduction in GHG emissions from other covered entities. Such a focus on aggregate GHG emissions is considered appropriate because climate change is a global phenomenon, and the effects of GHG emissions are considered cumulative.” (39) The Cap-and-Trade Program covered approximately 80% of California’s GHG emissions (35). The Cap-and-Trade Program covers the GHG emissions associated with electricity consumed in California, whether generated in-state or imported. Accordingly, GHG emissions associated with CEQA projects’ electricity usage are covered by the Cap-and-Trade Program. The Cap-and-Trade Program also covers fuel suppliers (natural gas and propane fuel providers and transportation fuel providers) to address emissions from such fuels and from combustion of other fossil fuels not directly covered at large sources in the Program’s first compliance period. The Cap-and-Trade Program covers the GHG emissions associated with the combustion of transportation fuels in California, whether refined in-state or imported.

THE SUSTAINABLE COMMUNITIES AND CLIMATE PROTECTION ACT OF 2008 (SB 375) Passing the Senate on August 30, 2008, SB 375 was signed by the Governor on September 30, 2008.

According to SB 375, the transportation sector is the largest contributor of GHG emissions, which emits over 40% of the total GHG emissions in California. SB 375 states, “Without improved land use and transportation policy, California will not be able to achieve the goals of AB 32.” SB 375 does the following: it (1) requires metropolitan planning organizations to include sustainable community strategies in their regional transportation plans for reducing GHG emissions, (2) aligns planning for transportation and housing, and (3) creates specified incentives for the implementation of the strategies.

Concerning CEQA, SB 375, as codified in Public Resources Code Section 21159.28, states that CEQA findings for certain projects are not required to reference, describe, or discuss (1) growth inducing impacts, or (2) any project-specific or cumulative impacts from cars and light-duty truck trips generated by the project on global warming or the regional transportation network, if the project:

1. Is in an area with an approved sustainable communities strategy or an alternative planning strategy that the CARB accepts as achieving the GHG emission reduction targets.

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29 2. Is consistent with that strategy (in designation, density, building intensity, and applicable policies).

3. Incorporates the mitigation measures required by an applicable prior environmental document.

AB 1493
California AB 1493, enacted on July 22, 2002, required CARB to develop and adopt regulations that reduce GHGs emitted by passenger vehicles and light duty trucks. Implementation of the regulation was delayed by lawsuits filed by automakers and by the EPA’s denial of an implementation waiver. The EPA subsequently granted the requested waiver in 2009, which was upheld by the U.S. District Court for the District of Columbia in 2011.

The standards phase in during the 2009 through 2016 model years. When fully phased in, the near-term (2009–2012) standards will result in about a 22% reduction compared with the 2002 fleet, and the mid-term (2013–2016) standards will result in about a 30% reduction. Several technologies stand out as providing significant reductions in emissions at favorable costs. These include discrete variable valve lift or camless valve actuation to optimize valve operation rather than relying on fixed valve timing and lift as has historically been done; turbocharging to boost power and allow for engine downsizing; improved multi-speed transmissions; and improved air conditioning systems that operate optimally, leak less, and/or use an alternative refrigerant.

The second phase of the implementation for the Pavley bill was incorporated into Amendments to the Low-Emission Vehicle Program (LEV III) or the Advanced Clean Cars program. The Advanced Clean Car program combines the control of smog-causing pollutants and GHG emissions into a single coordinated package of requirements for model years 2017 through 2025.

The regulation will reduce GHGs from new cars by 34% from 2016 levels by 2025. The new rules will clean up gasoline and diesel-powered cars, and deliver increasing numbers of zero-emission technologies, such as full battery electric cars, newly emerging plug-in hybrid EVs (EV) and hydrogen fuel cell cars. The package will also ensure adequate fueling infrastructure is available for the increasing numbers of hydrogen fuel cell vehicles planned for deployment in California.

CLEAN ENERGY AND POLLUTION REDUCTION ACT OF 2015 (SB 350) In October 2015, the legislature approved, and the Governor signed SB 350, which reaffirms California’s commitment to reducing its GHG emissions and addressing climate change. Key provisions include an increase in the RPS, higher energy efficiency requirements for buildings, initial strategies towards a regional electricity grid, and improved infrastructure for EV charging stations. Provisions for a 50% reduction in the use of petroleum statewide were removed from the Bill because of opposition and concern that it would prevent the Bill’s passage. Specifically, SB 350 requires the following to reduce statewide GHG emissions:
• Increase the amount of electricity procured from renewable energy sources from 33% to 50% by 2030, with interim targets of 40% by 2024, and 25% by 2027. • Double the energy efficiency in existing buildings by 2030. This target will be achieved through the California Public Utilities Commission (CPUC), the California Energy Commission (CEC), and local publicly owned utilities.

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30 • Reorganize the Independent System Operator to develop more regional electrify transmission markets and to improve accessibility in these markets, which will facilitate the growth of renewable energy markets in the western United States.

2.7.3.1 EXECUTIVE ORDERS RELATED TO GHGEMISSIONS
California’s Executive Branch has taken several actions to reduce GHGs through the use of Executive Orders. Although not regulatory, they set the tone for the state and guide the actions of state agencies.

EXECUTIVE ORDER B-55-18
Executive Order B-55-18 was signed by Governor Brown on September 10, 2018. The order establishes an additional Statewide policy to achieve carbon neutrality by 2045 and maintain net negative emissions thereafter. As per Executive Order B-55-18, CARB is directed to work with relevant State agencies to develop a framework for implementation and accounting that tracks progress toward this goal and to ensure future Climate Change Scoping Plans identify and recommend measures to achieve the carbon neutrality goal.

EXECUTIVE ORDER S-3-05
Former California Governor Arnold Schwarzenegger announced on June 1, 2005, through Executive Order S-3-05, the following reduction targets for GHG emissions:
• By 2010, reduce GHG emissions to 2000 levels.
• By 2020, reduce GHG emissions to 1990 levels.
• By 2050, reduce GHG emissions to 80% below 1990 levels.

The 2050 reduction goal represents what some scientists believe is necessary to reach levels that will stabilize the climate. The 2020 goal was established to be a mid-term target. Because this is an executive order, the goals are not legally enforceable for local governments or the private sector.

EXECUTIVE ORDER S-01-07 (LCFS)
The Governor signed Executive Order S-01-07 on January 18, 2007. The order mandates that a statewide goal shall be established to reduce the carbon intensity of California’s transportation fuels by at least 10% by 2020. The CARB adopted the LCFS on April 23, 2009.

The LCFS was challenged in the U.S. District Court in Fresno in 2011. The court’s ruling issued on December 29, 2011, included a preliminary injunction against CARB’s implementation of the rule.

The Ninth Circuit Court of Appeals stayed the injunction on April 23, 2012, pending final ruling on appeal, allowing CARB to continue to implement and enforce the regulation. The Ninth Circuit Court’s decision, filed September 18, 2013, vacated the preliminary injunction. In essence, the court held that LCFS adopted by CARB were not in conflict with federal law. On August 8, 2013, the Fifth District Court of Appeal (California) ruled CARB failed to comply with CEQA and the Administrative Procedure Act (APA) when adopting regulations for LCFS. In a partially published opinion, the Court of Appeal reversed the trial court’s judgment and directed issuance of a writ of mandate setting aside Resolution 09-31 and two executive orders of CARB approving LCFS F.1.m
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31 regulations promulgated to reduce GHG emissions. However, the court tailored its remedy to protect the public interest by allowing the LCFS regulations to remain operative while CARB complies with the procedural requirements it failed to satisfy.

To address the Court ruling, CARB was required to bring a new LCFS regulation to the Board for consideration in February 2015. The proposed LCFS regulation was required to contain revisions to the 2010 LCFS as well as new provisions designed to foster investments in the production of the low-carbon intensity fuels, offer additional flexibility to regulated parties, update critical technical information, simplify and streamline program operations, and enhance enforcement.

On November 16, 2015 the Office of Administrative Law (OAL) approved the Final Rulemaking Package. The new LCFS regulation became effective on January 1, 2016.

In 2018, the CARB approved amendments to the regulation, which included strengthening the carbon intensity benchmarks through 2030 in compliance with the SB 32 GHG emissions reduction target for 2030. The amendments included crediting opportunities to promote zero emission vehicle adoption, alternative jet fuel, carbon capture and sequestration, and advanced technologies to achieve deep decarbonization in the transportation sector (40).

EXECUTIVE ORDER S-13-08
Executive Order S-13-08 states that “climate change in California during the next century is expected to shift precipitation patterns, accelerate sea level rise and increase temperatures, thereby posing a serious threat to California’s economy, to the health and welfare of its population and to its natural resources.” Pursuant to the requirements in the Order, the 2009 California Climate Adaptation Strategy (CNRA 2009) was adopted, which is the “…first statewide, multi-sector, region-specific, and information-based climate change adaptation strategy in the United States.” Objectives include analyzing risks of climate change in California, identifying and exploring strategies to adapt to climate change, and specifying a direction for future research.

EXECUTIVE ORDER B-30-15
On April 29, 2015, Governor Edmund G. Brown Jr. issued an executive order to establish a California GHG reduction target of 40% below 1990 levels by 2030. The Governor’s executive order aligns California’s GHG reduction targets with those of leading international governments ahead of the U.N. Climate Change Conference in Paris late 2015. The Order sets a new interim statewide GHG emission reduction target to reduce GHG emissions to 40% below 1990 levels by 2030 in order to ensure California meets its target of reducing GHG emissions to 80% below 1990 levels by 2050 and directs CARB to update the Climate Change Scoping Plan to express the 2030 target in terms of MMTCO2e. The Order also requires the state’s climate adaptation plan to be updated every three years, and for the State to continue its climate change research program, among other provisions. As with Executive Order S-3-05, this Order is not legally enforceable for local governments and the private sector. Legislation that would update AB 32 to make post 2020 targets and requirements a mandate is in process in the State Legislature.

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32 2.7.3.2 CALIFORNIA REGULATIONS AND BUILDING CODES
California has a long history of adopting regulations to improve energy efficiency in new and remodeled buildings. These regulations have kept California’s energy consumption relatively flat even with rapid population growth.

TITLE 20 CCR
CCR, Title 20: Division 2, Chapter 4, Article 4, Sections 1601-1608: Appliance Efficiency Regulations regulates the sale of appliances in California. The Appliance Efficiency Regulations include standards for both federally regulated appliances and non-federally regulated appliances. 23 categories of appliances are included in the scope of these regulations. The standards within these regulations apply to appliances that are sold or offered for sale in California, except those sold wholesale in California for final retail sale outside the state and those designed and sold exclusively for use in recreational vehicles or other mobile equipment (CEC 2012).

TITLE 24 CCR
CCR Title 24 Part 6: California’s Energy Efficiency Standards for Residential and Nonresidential Buildings, was first adopted in 1978 in response to a legislative mandate to reduce California’s energy consumption. The standards are updated periodically to allow consideration and possible incorporation of new energy efficient technologies and methods. Energy efficient buildings require less electricity; therefore, increased energy efficiency reduces fossil fuel consumption and decreases GHG emissions. The 2019 version of Title 24 was adopted by the CEC and became effective on January 1, 2020.

The CEC indicates that the 2019 Title 24 standards will require solar photovoltaic systems for new homes, establish requirements for newly constructed healthcare facilities, encourage demand responsive technologies for residential buildings, update indoor and outdoor lighting for nonresidential buildings. The CEC anticipates that single-family homes built with the 2019 standards will use approximately 7% less energy compared to the residential homes built under the 2016 standards. Additionally, after implementation of solar photovoltaic systems, homes built under the 2019 standards will about 53% less energy than homes built under the 2016 standards. Nonresidential buildings will use approximately 30% less energy due to lighting upgrades (41).

CCR, Title 24, Part 11: California Green Building Standards Code (CALGreen) is a comprehensive and uniform regulatory code for all residential, commercial, and school buildings that went in effect on January 1, 2011, and is administered by the California Building Standards Commission (BSC). CALGreen is updated on a regular basis, with the most recent approved update consisting of the 2019 California Green Building Code Standards that have become effective on January 1, 2020. Local jurisdictions are permitted to adopt more stringent requirements, as state law provides methods for local enhancements. CALGreen recognizes that many jurisdictions have developed existing construction and demolition ordinances and defers to them as the ruling guidance provided, they establish a minimum 65% diversion requirement. The code also provides exemptions for areas not served by construction and demolition recycling infrastructure. The State Building Code provides the minimum standard that buildings must meet F.1.m
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33 in order to be certified for occupancy, which is generally enforced by the local building official. 2019 CALGreen standards are applicable to the Project and require (42):
• Short-term bicycle parking. If the new project or an additional alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors’ entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack (5.106.4.1.1). • Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5% of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility (5.106.4.1.2). • Designated parking. In new projects or additions to alterations that add 10 or more vehicular parking spaces, provide designated parking for any combination of low-emitting, fuel-efficient and carpool/van pool vehicles as shown in Table 5.106.5.2 (5.106.5.2). • Construction waste management. Recycle and/or salvage for reuse a minimum of 65% of the nonhazardous construction and demolition waste in accordance with Section 5.408.1.1.

5.405.1.2, or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent (5.408.1).
• Excavated soil and land clearing debris. 100% of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phase project, such material may be stockpiled on site until the storage site is developed (5.408.3).
• Recycling by Occupants. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive (5.410.1). • Water conserving plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:
o Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush (5.303.3.1)
o Urinals. The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons per flush (5.303.3.2.1). The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush (5.303.3.2.2). o Showerheads. Single showerheads shall have a minimum flow rate of not more than

1.8 gallons per minute and 80 psi (5.303.3.3.1). When a shower is served by more than one showerhead, the combine flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi (5.303.3.3.2).
o Faucets and fountains. Nonresidential lavatory faucets shall have a maximum flow rate of note more than 0.5 gallons per minute at 60 psi (5.303.3.4.1). Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute of 60 psi (5.303.3.4.2). Wash fountains shall have a maximum flow rate of not more than 1.8 gallons per minute (5.303.3.4.3). Metering faucets shall not deliver more than 0.20 gallons per cycle (5.303.3.4.4). Metering faucets for wash fountains shall have a maximum flow rate not more than 0.20 gallons per cycle (5.303.3.4.5).

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34 • Outdoor portable water use in landscaped areas. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources’ Model Water Efficient (MWELO), whichever is more stringent (5.304.1). • Water meters. Separate submeters or metering devices shall be installed for new buildings or additions in excess of 50,000 sf or for excess consumption where any tenant within a new building or within an addition that is project to consume more than 1,000 gal/day (5.303.1.1 and 5.303.1.2).
• Outdoor water use in rehabilitated landscape projects equal or greater than 2,500 sf.

Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 2,500 sf requiring a building or landscape permit (5.304.3). • Commissioning. For new buildings 10,000 sf and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements (5.410.2).

MWELO
The MWELO was required by AB 1881, the Water Conservation Act. The bill required local agencies to adopt a local landscape ordinance at least as effective in conserving water as the Model Ordinance by January 1, 2010. Governor Brown’s Drought Executive Order of April 1, 2015 (Executive Order B-29-15) directed DWR to update the Ordinance through expedited regulation.

The California Water Commission approved the revised Ordinance on July 15, 2015 effective December 15, 2015. New development projects that include landscape areas of 500 sf or more are subject to the Ordinance. The update requires:
• More efficient irrigation systems;
• Incentives for graywater usage;
• Improvements in on-site stormwater capture;
• Limiting the portion of landscapes that can be planted with high water use plants; and • Reporting requirements for local agencies.

CARB REFRIGERANT MANAGEMENT PROGRAM
CARB adopted a regulation in 2009 to reduce refrigerant GHG emissions from stationary sources through refrigerant leak detection and monitoring, leak repair, system retirement and retrofitting, reporting and recordkeeping, and proper refrigerant cylinder use, sale, and disposal.

The regulation is set forth in sections 95380 to 95398 of Title 17, CCR. The rules implementing the regulation establish a limit on statewide GHG emissions from stationary facilities with refrigeration systems with more than 50 lbs of a high GWP refrigerant. The refrigerant management program is designed to (1) reduce emissions of high-GWP GHG refrigerants from leaky stationary, non-residential refrigeration equipment; (2) reduce emissions from the installation and servicing of refrigeration and air-conditioning appliances using high-GWP refrigerants; and (3) verify GHG emission reductions.

TRACTOR‐TRAILER GHG REGULATION
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35 The tractors and trailers subject to this regulation must either use EPA SmartWay certified tractors and trailers or retrofit their existing fleet with SmartWay verified technologies. The regulation applies primarily to owners of 53-foot or longer box-type trailers, including both dryvan and refrigerated-van trailers, and owners of the HD tractors that pull them on California highways. These owners are responsible for replacing or retrofitting their affected vehicles with compliant aerodynamic technologies and low rolling resistance tires. Sleeper cab tractors model year 2011 and later must be SmartWay certified. All other tractors must use SmartWay verified low rolling resistance tires. There are also requirements for trailers to have low rolling resistance tires and aerodynamic devices.

PHASE I AND 2 HEAVY-DUTY VEHICLE GHGSTANDARDS
CARB has adopted a new regulation for GHG emissions from HDTs and engines sold in California.

It establishes GHG emission limits on truck and engine manufacturers and harmonizes with the EPA rule for new trucks and engines nationally. Existing HD vehicle regulations in California include engine criteria emission standards, tractor-trailer GHG requirements to implement SmartWay strategies (i.e., the Heavy-Duty Tractor-Trailer Greenhouse Gas Regulation), and inuse fleet retrofit requirements such as the Truck and Bus Regulation. In September 2011, the EPA adopted their new rule for HDTs and engines. The EPA rule has compliance requirements for new compression and spark ignition engines, as well as trucks from Class 2b through Class 8.

Compliance requirements begin with model year (MY) 2014 with stringency levels increasing through MY 2018. The rule organizes truck compliance into three groupings, which include a) HD pickups and vans; b) vocational vehicles; and c) combination tractors. The EPA rule does not regulate trailers.

CARB staff has worked jointly with the EPA and the NHTSA on the next phase of federal GHG emission standards for medium-duty trucks (MDT) and HDT vehicles, called federal Phase 2. The federal Phase 2 standards were built on the improvements in engine and vehicle efficiency required by the Phase 1 emission standards and represent a significant opportunity to achieve further GHG reductions for 2018 and later model year HDT vehicles, including trailers. But as discussed above, the EPA and NHTSA have proposed to roll back GHG and fuel economy standards for cars and light-duty trucks, which suggests a similar rollback of Phase 2 standards for MDT and HDT vehicles may be pursued.

In February 2019, the OAL approved the Phase 2 Heavy-Duty Vehicle GHG Standards and became effective April 1, 2019. The Phase 2 GHG standards are needed to offset projected vehicle miles traveled (VMT) growth and keep heavy-duty truck CO2 emissions declining. The federal Phase 2 standards establish for the first time, federal emissions requirements for trailers hauled by heavyduty tractors. The federal Phase 2 standards are more technology-forcing than the federal Phase 1 standards, requiring manufacturers to improve existing technologies or develop new technologies to meet the standards. The federal Phase 2 standards for tractors, vocational vehicles, and heavy-duty pick-up trucks and vans (PUVs) will be phased-in from 2021-2027, additionally for trailers, the standards are phased-in from 2018 (2020 in California) through 2027 (43).

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36 SB 97 AND THE CEQAGUIDELINESUPDATE
Passed in August 2007, SB 97 added Section 21083.05 to the Public Resources Code. The code states “(a) On or before July 1, 2009, the Office of Planning and Research (OPR) shall prepare, develop, and transmit to the Resources Agency guidelines for the mitigation of GHG emissions or the effects of GHG emissions as required by this division, including, but not limited to, effects associated with transportation or energy consumption. (b) On or before January 1, 2010, the Resources Agency shall certify and adopt guidelines prepared and developed by the OPR pursuant to subdivision (a).” Section 21097 was also added to the Public Resources Code. It provided CEQA protection until January 1, 2010 for transportation projects funded by the Highway Safety, Traffic Reduction, Air Quality, and Port Security Bond Act of 2006 or projects funded by the Disaster Preparedness and Flood Prevention Bond Act of 2006, in stating that the failure to analyze adequately the effects of GHGs would not violate CEQA.

On December 28, 2018, the Natural Resources Agency announced the OAL approved the amendments to the CEQA Guidelines for implementing the CEQA. The CEQA Amendments provide guidance to public agencies regarding the analysis and mitigation of the effects of GHG emissions in CEQA documents. The CEQA Amendments fit within the existing CEQA framework by amending existing CEQA Guidelines to reference climate change.

Section 15064.3 was added the CEQA Guidelines and states that in determining the significance of a project’s GHG emissions, the lead agency should focus its analysis on the reasonably foreseeable incremental contribution of the project’s emissions to the effects of climate change.

A project’s incremental contribution may be cumulatively considerable even if it appears relatively small compared to statewide, national or global emissions. The agency’s analysis should consider a timeframe that is appropriate for the project. The agency’s analysis also must reasonably reflect evolving scientific knowledge and state regulatory schemes. Additionally, a lead agency may use a model or methodology to estimate GHG emissions resulting from a project. The lead agency has discretion to select the model or methodology it considers most appropriate to enable decision makers to intelligently take into account the project’s incremental contribution to climate change. The lead agency must support its selection of a model or methodology with substantial evidence. The lead agency should explain the limitations of the particular model or methodology selected for use (44).

CALIFORNIA RPS PROGRAM (SB 100)
Under the existing RPS, 25% of retail sales are required to be from renewable sources by December 31, 2016, 33% by December 31, 2020, 40% by December 31, 2024, 45% by December 31, 2027, and 50% by December 31, 2030. SB 100 raises California’s RPS requirement to 50% renewable resources target by December 31, 2026, and to achieve a 60% target by December 31, 2030. SB 100 also requires that retail sellers and local publicly owned electric utilities procure a minimum quantity of electricity products from eligible renewable energy resources so that the total kilowatt hours (kWh) of those products sold to their retail end-use customers achieve 44% of retail sales by December 31, 2024, 52% by December 31, 2027, and 60% by December 31, 2030. In addition to targets under AB 32 and SB 32, Executive Order B-55-18 establishes a carbon neutrality goal for the state of California by 2045; and sets a goal to maintain net negative F.1.m
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37 emissions thereafter. The Executive Order directs the California Natural Resources Agency (CNRA), California Environmental Protection Agency (CalEPA), the Department of Food and Agriculture (CDFA), and CARB to include sequestration targets in the Natural and Working Lands Climate Change Implementation Plan consistent with the carbon neutrality goal.

2.7.4 REGIONAL
The project is within the South Coast Air Basin (SCAB), which is under the jurisdiction of the SCAQMD.

SCAQMD
SCAQMD is the agency responsible for air quality planning and regulation in the SCAB. The SCAQMD addresses the impacts to climate change of projects subject to SCAQMD permit as a lead agency if they are the only agency having discretionary approval for the project and acts as a responsible agency when a land use agency must also approve discretionary permits for the project. The SCAQMD acts as an expert commenting agency for impacts to air quality. This expertise carries over to GHG emissions, so the agency helps local land use agencies through the development of models and emission thresholds that can be used to address GHG emissions.

In 2008, SCAQMD formed a Working Group to identify GHG emissions thresholds for land use projects that could be used by local lead agencies in the SCAB. The Working Group developed several different options that are contained in the SCAQMD Draft Guidance Document – Interim CEQA GHG Significance Threshold, that could be applied by lead agencies (45). The working group has not provided additional guidance since release of the interim guidance in 2008. The SCAQMD Board has not approved the thresholds; however, the Guidance Document provides substantial evidence supporting the approaches to significance of GHG emissions that can be considered by the lead agency in adopting its own threshold. The current interim thresholds consist of the following tiered approach:
• Tier 1 consists of evaluating whether or not the project qualifies for any applicable exemption under CEQA.
• Tier 2 consists of determining whether the project is consistent with a GHG reduction plan.

If a project is consistent with a qualifying local GHG reduction plan, it does not have significant GHG emissions.
• Tier 3 consists of screening values, which the lead agency can choose, but must be consistent with all projects within its jurisdiction. A project’s construction emissions are averaged over 30 years and are added to the project’s operational emissions. If a project’s emissions are below one of the following screening thresholds, then the project is less than significant:
o Residential and Commercial land use: 3,000 MTCO2e/yr
o Industrial land use: 10,000 MTCO2e/yr
o Based on land use type: residential: 3,500 MTCO2e/yr; commercial: 1,400 MTCO2e/yr; or mixed use: 3,000 MTCO2e/yr
• Tier 4 has the following options:

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38 o Option 1: Reduce Business-as-Usual (BAU) emissions by a certain percentage; this percentage is currently undefined.
o Option 2: Early implementation of applicable AB 32 Scoping Plan measures o Option 3: 2020 target for service populations, which includes residents and employees: 4.8 MTCO2e per service population per year for projects and 6.6 MTCO2e per service population per year for plans;
o Option 3, 2035 target: 3.0 MTCO2e per service population per year for projects and

4.1 MTCO2e per service population per year for plans
• Tier 5 involves mitigation offsets to achieve target significance threshold.

The SCAQMD’s interim thresholds used the Executive Order S-3-05-year 2050 goal as the basis for the Tier 3 screening level. Achieving the Executive Order’s objective would contribute to worldwide efforts to cap CO2 concentrations at 450 ppm, thus stabilizing global climate.

SCAQMD only has authority over GHG emissions from development projects that include air quality permits. At this time, it is unknown if the project would include stationary sources of emissions subject to SCAQMD permits. Notwithstanding, if the Project requires a stationary permit, it would be subject to the applicable SCAQMD regulations.

SCAQMD Regulation XXVII, adopted in 2009 includes the following rules:
• Rule 2700 defines terms and post global warming potentials. • Rule 2701, SoCal Climate Solutions Exchange, establishes a voluntary program to encourage, quantify, and certify voluntary, high quality certified GHG emission reductions in the SCAQMD.
• Rule 2702, GHG Reduction Program created a program to produce GHG emission reductions within the SCAQMD. The SCAQMD will fund projects through contracts in response to requests for proposals or purchase reductions from other parties.

2.8 CITY OF MORENO VALLEY

2.8.1 CITY OF MORENO VALLEY GENERAL PLAN MEASURES
Although the City of Moreno Valley General Plan does not identify specific GHG or climate change policies or goal, a number of the measures identified in the General Plan’s Air Quality Element act to reduce or control criteria pollutant emissions and peripherally reduce GHG emissions.

2.8.2 CITY OF MORENO VALLEY ENERGY EFFICIENCY AND CLIMATE ACTION STRATEGY (CAS) The City of Moreno Valley approved an Energy Efficiency & CAS as well as GHG Analysis on October 9, 2012. The CAS identifies ways that the City can reduce energy and water consumption and GHG emissions as an organization (its employees and the operation of its facilities) and outlines the actionsthat the City can encourage and community members can employ to reduce their own energy and water consumption and GHG emissions. The policies in the document are to reduce GHG emissionsin 2010 by 15% by 2020.

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39 2.9 DISCUSSION ON ESTABLISHMENT OF SIGNIFICANCE THRESHOLDS The City of Moreno Valley does not have an adopted threshold of significance for GHG emissions.

For CEQA purposes, the City has discretion to select an appropriate significance criterion, based on substantial evidence. The SCAQMD’s adopted numerical threshold of 10,000 MTCO2e/yr for industrial stationary source emissions is selected as the significance criterion. The SCAQMDadopted industrial threshold was selected by the City because the proposed Project is analogous to an industrial use much more closely than any other land use such as commercial or residential in terms of its expected operating characteristics. The Project proposes a single warehouse building, characteristic of an industrial operation. Further, analysis of the Project’s traffic generation is based on the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition, 2017 for industrial and warehouse uses. Also, 10,000 MTCO2e has been used as the significance threshold by many local government lead agencies for logistics projects throughout the Southern California Association of Governments (SCAG) region since the SCAQMD adopted this threshold for its own use. Further, to ensure that the threshold is conservative in its application, although the SCAQMD uses their adopted 10,000 MTCO2e threshold to determine the significance of stationary source emissionsfor industrial projects, the 10,000 MTCO2e threshold used in this analysis is applied to all sources of Project-related GHG emissions whether stationary source, mobile source, area source, or other.

Use of this threshold is also consistent with guidance provided in the CAPCOA CEQA and Climate Change handbook, as such the City has opted to use a non-zero threshold approach based on Approach 2 of the handbook. Threshold 2.5 (Unit-Based Thresholds Based on Market Capture) establishes a numerical threshold based on capture of approximately 90% of emissions from future development. The latest threshold developed by SCAQMD using this method is 10,000 MTCO2e/yr for industrial projects. This threshold is based on the review of 711 CEQA projects.

The SCAQMD found that use of the 10,000 MTCO2e threshold would result in a capture rate of 90% for all new or modified projects. A 90% emission capture rate means that 90% of total emissions from all new or modified stationary source projects would be subject to some type of CEQA analysis.

As such, the SCAQMD’s recommended GHG threshold was established to achieve an emission capture rate of 90% of all new or modified stationary source projects. A GHG significance threshold based on a 90% emission capture rate is appropriate to address the long-term adverse potential impacts associated with GHG emissions. Further, a 90% emission capture rate sets the emission threshold low enough to capture a substantial fraction of future projects that will be constructed to accommodate future statewide population and economic growth, while setting the emission threshold high enough to exclude small projects that will in aggregate contribute a relatively small fraction of the cumulative statewide GHG emissions. This assertion is based on the fact that SCAQMD estimates that these GHG emissions would account for <1% of future 2050 statewide GHG emissions target (85 MMTCO2e/yr). In addition, these small projects would be subject to future applicable GHG control regulations that would further reduce their overall future contribution to the statewide GHG inventory (46).

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41 3 PROJECT GHG IMPACT

3.1 INTRODUCTION
The Project has been evaluated to determine if it will result in a significant GHG impact. The significance of these potential impacts is described in the following section.

3.2 STANDARDS OF SIGNIFICANCE
The criteria used to determine the significance of potential Project-related GHG impacts are taken from the Initial Study Checklist in Appendix G of the State CEQA Guidelines (14 CCR of Regulations §§15000, et seq.). Based on these thresholds, a project would result in a significant impact related to GHG if it would (1):
• Generate GHG emissions, either directly or indirectly, that may have a significant impact on the environment?
• Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of GHGs?

3.3 MODELS EMPLOYED TO ANALYZE GHGS

3.3.1 CALIFORNIA EMISSIONS ESTIMATOR MODEL (CALEEMOD)
On October 17, 2017, the SCAQMD, in conjunction with the California Air Pollution Control Officers Association (CAPCOA) and other California air districts, released the latest version of the CalEEMod Version 2016.3.2. The purpose of this model is to calculate construction-source and operational-source criteria pollutants and GHG emissions from direct and indirect sources; and quantify applicable air quality and GHG reductions achieved from mitigation measures (47).

Accordingly, the latest version of CalEEMod has been used for this Project to determine GHG emissions. Output from the model runs for construction and operational activity are provided in Appendices 3.1 through 3.3. CalEEMod includes GHG emissions from the following source categories: construction, area, energy, mobile, waste, water.

3.3.2 EMFAC2017 EMISSION RATES
On August 19, 2019, the EPA approved the 2017 version of the EMissions FACtor model (EMFAC) web database for use in State Implementation Plan and transportation conformity analyses.

EMFAC2017 is a mathematical model that was developed to calculate emission rates, fuel consumption, VMT from motor vehicles that operate on highways, freeways, and local roads in California and is commonly used by CARB to project changes in future emissions from on-road mobile sources (48). This GHGA utilizes annual EMFAC2017 emission factors in order to derive vehicle emissions associated with Project operational activities.

Because the EMFAC2017 emission rates are associated with vehicle fuel types while CalEEMod vehicle emission factors are aggregated to include all fuel types for each individual vehicle class, the EMFAC2017 emission rates for different fuel types of a vehicle class are averaged by activity F.1.m
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42 or by population and activity to derive CalEEMod emission factors. The equations applied to obtain CalEEMod vehicle emission factors for each emission type are detailed in CalEEMod User’s Guide Appendix A: Calculation Details for CalEEMod (49).

3.4 LIFE-CYCLE ANALYSIS NOT REQUIRED
A full life‐cycle analysis (LCA) for construction and operational activity is not included in this analysis due to the lack of consensus guidance on LCA methodology at this time (50). Life‐cycle analysis (i.e., assessing economy‐wide GHG emissions from the processes in manufacturing and transporting all raw materials used in the Project development, infrastructure and on-going operations) depends on emission factors or econometric factors that are not well established for all processes. At this time, an LCA would be extremely speculative and thus has not been prepared.

Additionally, the SCAQMD recommends analyzing direct and indirect project GHG emissions generated within California and not life-cycle emissions because the life-cycle effects from a project could occur outside of California, might not be very well understood or documented, and would be challenging to mitigate (51). Additionally, the science to calculate life cycle emissions is not yet established or well defined; therefore, SCAQMD has not recommended, and is not requiring, life-cycle emissions analysis.

3.5 CONSTRUCTION EMISSIONS
Project construction actvities would generate CO2 and CH4 emissions The report Compass Danbe Centerpointe Air Quality Impact Analysis Report (AQIA) (Urban Crossroads, Inc.) contains detailed information regarding Project construction activities (52). As discussed in the AQIA, Construction related emissions are expected from the following construction activities:
• Site Preparation
• Grading
• Building Construction
• Paving
• Architectural Coating

3.5.1 CONSTRUCTION DURATION
Construction is expected to commence in October 2021 and will last through June 2022. The construction schedule utilized in the analysis, shown in Table 3-1, represents a “worst-case” analysis scenario should construction occur any time after the respective dates since emission factors for construction decrease as time passes and the analysis year increases due to emission regulations becoming more stringent.4 The duration of construction activity and associated equipment represents a reasonable approximation of the expected construction fleet as required 4 As shown in the CalEEMod User’s Guide Version 2016.3.2, Section 4.3 “OFFROAD Equipment” as the analysis year increases, emission factors for the same equipment pieces decrease due to the natural turnover of older equipment being replaced by newer less polluting equipment and new regulatory requirements.

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43 per CEQA Guidelines (53). The duration of construction activity was based on CalEEMod default parameters and the 2022 Opening Year.

TABLE 3-1: CONSTRUCTION DURATION
Phase Name Start Date End Date Days
Site Preparation 10/04/2021 10/15/2021 10
Grading 10/16/2021 11/26/2021 30
Building Construction 11/27/2021 06/24/2022 150
Paving 05/28/2022 06/24/2022 20
Architectural Coating 05/01/2022 06/24/2022 40
Source: Construction activity based on the 2022 Opening Year.

3.5.2 CONSTRUCTION EQUIPMENT
Site specific construction fleet may vary due to specific project needs at the time of construction.

The associated construction equipment was generally based on CalEEMod defaults. A detailed summary of construction equipment assumptions by phase is provided at Table 3-2. Please refer to specific detailed modeling inputs/outputs contained in Appendix 3.1 of this GHGA.

TABLE 3-2: CONSTRUCTION EQUIPMENT ASSUMPTIONS (1 OF 2)
Phase Name Equipment Amount Hours Per Day
Site Preparation
Crawler Tractors 4 8
Rubber Tired Dozers 3 8
Water Trucks 1 4
Grading
Crawler Tractors 2 8
Excavators 2 8
Graders 1 8
Rubber Tired Dozers 1 8
Scrapers 2 8
Water Trucks 1 4
Building Construction
Cranes 1 8
Forklifts 3 8
Generator Sets 1 8
Tractors/Loaders/Backhoes 3 8
Welders 1 8
Water Trucks 1 4
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44 TABLE 3-2: CONSTRUCTION EQUIPMENT ASSUMPTIONS (2 OF 2) Phase Name Equipment Amount Hours Per Day
Paving
Pavers 2 8
Paving Equipment 2 8
Rollers 2 8
Water Trucks 1 4
Architectural Coating Air Compressors 1 8
Source: Construction equipment generally based on CalEEMod defaults.

3.5.3 CONSTRUCTION EMISSIONS SUMMARY
For construction phase Project emissions, GHGs are quantified and amortized over the life of the Project. To amortize the emissions over the life of the Project, the SCAQMD recommends calculating the total GHG emissions for the construction activities, dividing it by a 30-year Project life then adding that number to the annual operational phase GHG emissions (54). As such, construction emissions were amortized over a 30-year period and added to the annual operational phase GHG emissions. The amortized construction emissions are presented in Table 3-3.

TABLE 3-3: AMORTIZED ANNUAL CONSTRUCTION EMISSIONS
Year
Emissions (metric tons per year)
CO2 CH4 N2O Total CO2e
5 2021 229.69 0.05 0.00 230.95
2022 561.32 0.06 0.00 562.90
Total 791.01 0.11 0.00 793.85
Amortized Construction Emissions (MTCO2e) 26.37 0.00 0.00 26.46

3.6 OPERATIONAL EMISSIONS
Operational activities associated with the Project will result in emissions of CO2, CH4, and N2O from the following primary sources:
• Area Source Emissions
• Energy Source Emissions
• Mobile Source Emissions
• Water Supply, Treatment, and Distribution
• Solid Waste
5 CalEEMod reports the most common GHGs emitted which include CO2, CH4, and N2O. These GHGs are then converted into the CO2e by multiplying the individual GHG by the GWP.

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45 3.6.1 AREA SOURCE EMISSIONS

LANDSCAPE MAINTENANCE EQUIPMENT
Landscape maintenance equipment would generate emissions from fuel combustion and evaporation of unburned fuel. Equipment in this category would include lawnmowers, shedders/grinders, blowers, trimmers, chain saws, and hedge trimmers used to maintain the landscaping of the Project. The emissions associated with landscape maintenance equipment were calculated based on assumptions provided in CalEEMod.

3.6.2 ENERGY SOURCE EMISSIONS

COMBUSTION EMISSIONS ASSOCIATED WITH NATURAL GAS AND ELECTRICITY GHGs are emitted from buildings as a result of activities for which electricity and natural gas are typically used as energy sources. Combustion of any type of fuel emits CO2 and other GHGs directly into the atmosphere; these emissions are considered direct emissions associated with a building; the building energy use emissions do not include street lighting6. GHGs are also emitted during the generation of electricity from fossil fuels; these emissions are considered to be indirect emissions. It should be noted that for the industrial components of the proposed Project, CalEEMod default parameters were used.

TITLE 24 ENERGY EFFICIENCY STANDARDS
California’s Energy Efficiency Standards for Residential and Nonresidential Buildings was first adopted in 1978 in response to a legislative mandate to reduce California’s energy consumption.

The standards are updated periodically to allow consideration and possible incorporation of new energy efficient technologies and methods. Energy efficient buildings require less electricity. The 2019 version of Title 24 was adopted by the CEC and became effective on January 1, 2020. The CEC anticipates that nonresidential buildings will use approximately 30% less energy (41). The CalEEMod defaults for Title 24 – Electricity and Lighting Energy were reduced by 30% in order to reflect consistency with the 2019 Title 24 standard.

3.6.3 MOBILE SOURCE EMISSIONS
The Project related operational GHG emissions derive primarily from vehicle trips generated by the Project, including employee and driver trips to and from the site and truck trips associated with the proposed uses. Trip characteristics available from the Alessandro Warehouse Traffic Analysis (TA) report were utilized in this analysis. Per the TA, the Project would generate a total of approximately 742 two-way vehicular trips per day (1,500 trips inbound and 1,500 trips outbound), including 224 two-way truck trips per day (112 truck trips inbound and 112 truck trips outbound) (55).
6 The CalEEMod emissions inventory model does not include indirect emission related to street lighting. Indirect emissions related to street lighting are expected to be negligible and cannot be accurately quantified at this time as there is insufficient information as to the number and type of street lighting that would occur.

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46 3.6.3.1 APPROACH FOR ESTIMATE OF MOBILE SOURCE EMISSIONS Two separate model runs were utilized to accurately analyze emissions resulting from passenger car and truck operations.

PASSENGER CAR
For purposes of analysis, the CalEEMod default trip length of 16.6 miles was utilized along with an assumption of 100% primary trips. It is important to note that although the TA does not breakdown passenger cars by type, this analysis assumes that passenger cars include Light-DutyAuto vehicles (LDA), Light-Duty-Trucks (LDT17 & LDT28 ), and Medium-Duty-Vehicles (MDV)
vehicle types. In order to account for emissions generated by employees, the fleet mix presented in Table 3-4 was utilized in this analysis. Additional details on the use of the applicable fleet mix can be found in the footnote to Table 3-4.

TABLE 3-4: PASSENGER CAR FLEET MIX9
Land Use Vehicle Type %
Building 1
Warehouse/
High-Cube Cold Storage Warehouse
LDA 61.73
LDT1 4.17
LDT2 21.05
MDV 13.05
Building 2
Warehouse/
High-Cube Cold Storage Warehouse
LDA 61.73
LDT1 4.17
LDT2 21.05
MDV 13.05
TRUCKS
The second run analyzed truck emissions, incorporated the SCAQMD recommended truck trip length of 40 miles10 and an assumption of 100% primary trips. In order to be consistent with the TIA, trucks are broken down by truck type. The trucks are comprised of 2-axle/Light-Heavy-Duty Trucks (LHDT), 3-axle/Medium-Heavy-Duty Trucks (MHDT), and 4+-axle/Heavy-Heavy-Duty Trucks (HHDT). In order to account for emissions generated by trucks, the fleet mix presented in 7 Vehicles under the LDT1 category have a gross vehicle weight rating (GVWR) of less than 6,000 lbs. and equivalent test weight (ETW) of less than or equal to 3,750 lbs.
8 Vehicles under the LDT2 category have a GVWR of less than 6,000 lbs. and ETW between 3,751 lbs. and 5,750 lbs. 9 The Project-specific employee and driver fleet mix used in this analysis is based on a proportional split utilizing the CalEEMod default percentage assigned to LDA, LDT1, LDT2, and MDV vehicle types. 10 The average trip length for heavy trucks were based on the SCAQMD documents for the implementation of the Facility Based Mobile Source Measures (FBMSMs) adopted in the 2016 AQMP. SCAQMD’s “Preliminary Warehouse Emission Calculations” cites 39.9-mile trip length for heavy-heavy trucks (41). As a conservative measure, a trip length of 40 miles has been utilized for all trucks for the purpose of this analysis.

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47 Table 3-5 was utilized in this analysis. Additional details on the use of the applicable fleet mix can be found in the footnote to Table 3-5.

TABLE 3-5: TRUCK FLEET MIX11
Land Use Vehicle Type %
Building 1
Warehouse
LHDT 16.32
MHDT 20.41
HHDT 63.27
High-Cube Cold Storage Warehouse
LHDT 35.30
MHDT 11.76
HHDT 52.94
Building 2
Warehouse
LHDT 16.67
MHDT 22.22
HHDT 61.11
High-Cube Cold Storage Warehouse
LHDT 36.36
MHDT 9.09
HHDT 54.55

3.6.4 ON-SITE CARGO HANDLING EQUIPMENT EMISSIONS
It is common for industrial warehouse buildings to require cargo handling equipment to move empty containers and empty chassis to and from the various pieces of cargo handling equipment that receive and distribute containers. The most common type of cargo handling equipment is the yard truck which is designed for moving cargo containers. Yard trucks are also known as yard goats, utility tractors (UTRs), hustlers, yard hostlers, and yard tractors. The cargo handling equipment is assumed to have a horsepower (hp) range of approximately 175 hp to 200 hp. Based on the latest available information from SCAQMD (56); for example, high-cube warehouse projects typically have 3.6 yard trucks per million sf of building space. For this particular Project, based on the maximum square footage of each building space, on-site modeled operational equipment includes up to two (2) 200 hp, compressed natural gas or gasoline-powered yard tractors operating at 4 hours a day for 365 days of the year.

3.6.5 WATER SUPPLY, TREATMENT AND DISTRIBUTION
Indirect GHG emissions result from the production of electricity used to convey, treat and distribute water and wastewater. The amount of electricity required to convey, treat and 11 Project-specific truck fleet mix is based on the number of trips generated by each truck type (LHDT, MHDT, HHDT) relative to the total number of truck trips generated by the Project.

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48 distribute water depends on the volume of water as well as the sources of the water. Unless otherwise noted, CalEEMod default parameters were used.

3.6.6 SOLID WASTE
Industrial land uses will result in the generation and disposal of solid waste. A percentage of this waste will be diverted from landfills by a variety of means, such as reducing the amount of waste generated, recycling, and/or composting. The remainder of the waste not diverted will be disposed of at a landfill. GHG emissions from landfills are associated with the anaerobic breakdown of material. GHG emissions associated with the disposal of solid waste associated with the proposed Project were calculated by CalEEMod using default parameters.

3.7 EMISSIONS SUMMARY
The annual GHG emissions associated with the operation of the proposed Project are summarized in Table 3-6. As shown, the Project would generate approximately 6,649.16 MTCO2e/yr.

TABLE 3-6: PROJECT GHG EMISSIONS
Emission Source
Emissions (MT/yr)
CO2 CH4 N2O Total CO2e
Annual construction-related emissions
amortized over 30 years 26.37 0.00 0.00 26.46
Area Source 0.02 5.00E-05 0.00 0.02
Energy Source 2,019.87 0.08 0.02 2,027.91
Mobile Source (Passenger Cars) 758.61 0.02 0.00 759.02
Mobile Source (Trucks) 3,038.11 0.05 0.00 3,039.35
On-Site Equipment Source 101.58 0.03 0.00 102.41
Waste 75.66 4.47 0.00 187.44
Water Usage 409.48 3.00 0.07 506.56
Total CO2e (All Sources) 6,649.16
Source: CalEEMod output, See Appendix 3.1 for detailed model outputs.

3.8 GHGEMISSIONS FINDINGS AND RECOMMENDATIONS

3.8.1 GHGIMPACT 1
The Project could generate direct or indirect GHG emissions that would result in a significant impact on the environment.

As shown on Table 3-6, the Project will result in a net total of approximately 6,649.16 MTCO2/yr; the proposed Project would not exceed the SCAQMD/City’s screening threshold of 10,000 MTCO2e/yr. Thus, the Project would not have the potential to result in a cumulatively F.1.m
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49 considerable impact with respect to GHG emissions. As such, a less than significant impact is expected.

3.8.2 GHGIMPACT 2
The Project could not conflict with any applicable plan, policy or regulation of an agency adopted for the purpose of reducing the emissions of GHGs.

As previously stated, pursuant to 15604.4 of the CEQA Guidelines, a lead agency may rely on qualitative analysis or performance-based standards to determine the significance of impacts from GHG emissions (1). As such, the Project’s consistency with SB 32 (2017 Scoping Plan), is discussed below. It Consistency with AB 32 and the 2008 Scoping Plan is not necessary, since the target year for AB 32 and the 2008 Scoping Plan was 2020, and the Project’s buildout year is 2021.

As such the 2008 Scoping Plan does not apply and consistency with the 2017 Scoping Plan is relevant. Project consistency with SB 32 and City’s General Plan Measures, Energy Efficiency, and CAS is evaluated in the following discussion.

SB 32/2017 SCOPING PLAN CONSISTENCY
The 2017 Scoping Plan Update reflects the 2030 target of a 40% reduction below 1990 levels, set by Executive Order B-30-15 and codified by SB 32. Table 3-7 summarizes the Project’s consistency with the 2017 Scoping Plan. As summarized, the Project will not conflict with any of the provisions of the Scoping Plan and in fact supports seven of the action categories.

TABLE 3-7: 2017 SCOPING PLAN CONSISTENCY SUMMARY12
Action Responsible Parties Consistency
Implement SB 350 by 2030
Increase the Renewables Portfolio
Standard to 50% of retail sales by 2030 and
ensure grid reliability.

CPUC,
CEC,
CARB
Consistent. The Project would use energy
from Moreno Valley Electric Utility (MVU).

MVU has committed to diversify its
portfolio of energy sources by increasing
energy from wind and solar sources. The
Project would not interfere with or
obstruct MVU energy source
diversification efforts.

Establish annual targets for statewide
energy efficiency savings and demand
reduction that will achieve a cumulative
doubling of statewide energy efficiency
savings in electricity and natural gas end
uses by 2030.

Consistent. The Project would be designed
and constructed to implement the energy
efficiency measures for new industrial
developments and would include several
measures designed to reduce energy
consumption. The Project would not
interfere with or obstruct policies or
strategies to establish annual targets for
statewide energy efficiency savings and
demand reduction.
12Measures can be found at the following link: https://www.arb.ca.gov/cc/scopingplan/scoping_plan_2017.pdf F.1.m
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50 Action Responsible Parties Consistency
Reduce GHG emissions in the electricity
sector through the implementation of the
above measures and other actions as
modeled in Integrated Resource Planning
(IRP) to meet GHG emissions reductions
planning targets in the IRP process. Loadserving entities and publicly- owned utilities meet GHG emissions reductions
planning targets through a combination of
measures as described in IRPs.

Consistent. The proposed Project would
be designed and constructed to
implement the energy efficiency
measures, where applicable by including
several measures designed to reduce
energy consumption. The proposed
Project includes energy efficient field
lighting and fixtures that meet the current
Title 24 Standards throughout the Project
Site and would be a modern development
with energy efficient boilers, heaters, and
air conditioning systems.

Implement Mobile Source Strategy (Cleaner Technology and Fuels) At least 1.5 million zero emission and plugin hybrid light-duty EVs by 2025.

CARB,
California State
Transportation
Agency (CalSTA),
Strategic Growth
Council (SGC),
California
Department of
Transportation
(Caltrans),
CEC,
OPR,
Local Agencies
Consistent. This is a CARB Mobile Source
Strategy. The Project would not obstruct
or interfere with CARB zero emission and
plug-in hybrid light-duty EV 2025 targets.

As this is a CARB enforced standard,
vehicles that access the Project are
required to comply with the standards
and will therefore comply with the
strategy.

At least 4.2 million zero emission and plugin hybrid light-duty EVs by 2030.

Consistent. This is a CARB Mobile Source
Strategy. The Project would not obstruct
or interfere with CARB zero emission and
plug-in hybrid light-duty EV 2030 targets.

As this is a CARB enforced standard,
vehicles that access the Project are
required to comply with the standards
and will therefore comply with the
strategy.

Further increase GHG stringency on all
light-duty vehicles beyond existing
Advanced Clean cars regulations.

Consistent. This is a CARB Mobile Source
Strategy. The Project would not obstruct
or interfere with CARB efforts to further
increase GHG stringency on all light-duty
vehicles beyond existing Advanced Clean
cars regulations. As this is a CARB
enforced standard, vehicles that access
the Project are required to comply with
the standards and will therefore comply
with the strategy.

Medium- and Heavy-Duty GHG Phase 2.

Consistent. This is a CARB Mobile Source
Strategy. The Project would not obstruct
or interfere with CARB efforts to
implement Medium- and Heavy-Duty GHG
Phase 2. As this is a CARB enforced
standard, vehicles that access the Project
are required to comply with the standards
and will therefore comply with the
strategy.

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51 Action Responsible Parties Consistency
Innovative Clean Transit: Transition to a
suite of to-be-determined innovative clean
transit options. Assumed 20% of new urban
buses purchased beginning in 2018 will be
zero emission buses with the penetration
of zero-emission technology ramped up to
100% of new sales in 2030. Also, new
natural gas buses, starting in 2018, and
diesel buses, starting in 2020, meet the
optional heavy-duty low-NOX standard.

Not applicable. This measure is not within
the purview of this Project.

Last Mile Delivery: New regulation that
would result in the use of low NOX or
cleaner engines and the deployment of
increasing numbers of zero-emission trucks
primarily for class 3-7 last mile delivery
trucks in California. This measure assumes
ZEVs comprise 2.5% of new Class 3–7 truck
sales in local fleets starting in 2020,
increasing to 10% in 2025 and remaining
flat through 2030.

Not applicable. This Project is not
responsible for implementation of SB 375
and would therefore not conflict with this
measure.

Further reduce VMT through continued
implementation of SB 375 and regional
Sustainable Communities Strategies;
forthcoming statewide implementation of
SB 743; and potential additional VMT
reduction strategies not specified in the
Mobile Source Strategy but included in the
document “Potential VMT Reduction
Strategies for Discussion.”
Consistent. This Project would not
obstruct or interfere with implementation
of SB 375 and would therefore not conflict
with this measure.

Increase stringency of SB 375 Sustainable
Communities Strategy (2035 targets). CARB
Not applicable. The Project is not within
the purview of SB 375 and would
therefore not conflict with this measure.

Harmonize project performance with
emissions reductions and increase
competitiveness of transit and active
transportation modes (e.g. via guideline
documents, funding programs, project
selection, etc.).

CalSTA,
SGC,
OPR,
CARB,
Governor’s Office of
Business and
Economic
Development (GOBiz),
California
Infrastructure and
Economic
Consistent. The Project would not
obstruct or interfere with agency efforts
to harmonize transportation facility
project performance with emissions
reductions and increase competitiveness
of transit and active transportation
modes.

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52 Action Responsible Parties Consistency
Development Bank
(IBank),
Department of
Finance (DOF),
California
Transportation
Commission (CTC),
Caltrans
By 2019, develop pricing policies to support
low-GHG transportation (e.g. low-emission
vehicle zones for heavy duty, road user,
parking pricing, transit discounts).

CalSTA,
Caltrans,
CTC,
OPR,
SGC,
CARB
Consistent. The Project would not
obstruct or interfere with agency efforts
to develop pricing policies to support lowGHG transportation.

Implement California Sustainable Freight Action Plan
Improve freight system efficiency. CalSTA,
CalEPA,
CNRA,
CARB,
Caltrans,
CEC,
GO-Biz
Consistent. This measure would apply to
all trucks accessing the Project site, this
may include existing trucks or new trucks
that are part of the statewide goods
movement sector. The Project would not
obstruct or interfere with agency efforts
to Improve freight system efficiency.

Deploy over 100,000 freight vehicles and
equipment capable of zero emission
operation and maximize both zero and
near-zero emission freight vehicles and
equipment powered by renewable energy
by 2030.

Not applicable. This measure is not within
the purview of this Project.

Adopt a Low Carbon Fuel Standard with a
Carbon Intensity reduction of 18%.

CARB
Consistent. When adopted, this measure
would apply to all fuel purchased and
used by the Project in the state. The
Project would not obstruct or interfere
with agency efforts to adopt a Low Carbon
Fuel Standard with a Carbon Intensity
reduction of 18%.

Implement the Short-Lived Climate Pollutant Strategy (SLPS) by 2030 40% reduction in methane and
hydrofluorocarbon emissions below 2013
levels.

CARB,
CalRecycle,
CDFA,
California State
Water Resource
Not applicable. This measure is not within
the purview of this Project.

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53 Action Responsible Parties Consistency
50% reduction in black carbon emissions
below 2013 levels.

Control Board
(SWRCB),
Local Air Districts
By 2019, develop regulations and programs
to support organic waste landfill reduction
goals in the SLCP and SB 1383.

CARB,
CalRecycle,
CDFA,
SWRCB,
Local Air Districts
Not applicable. This measure is not within
the purview of this Project.

Implement the post-2020 Cap-and-Trade
Program with declining annual caps. CARB
Consistent. The Project would be required
to comply with any applicable Cap-andTrade Program provisions. The Project would not obstruct or interfere agency
efforts to implement the post-2020 Capand-Trade Program.

By 2018, develop Integrated Natural and Working Lands Implementation Plan to secure California’s land base as a net carbon sink
Protect land from conversion through
conservation easements and other
incentives.

CNRA,
Departments
Within
CDFA,
CalEPA,
CARB
Not applicable. This measure is not within
the purview of this Project. However, the
Project site is not an identified property
that needs to be conserved.

Increase the long-term resilience of carbon
storage in the land base and enhance
sequestration capacity
Consistent. The Project site is vacant
disturbed property and does not comprise
an area that would effectively provide for
carbon sequestration. The Project would
not obstruct or interfere agency efforts to
increase the long-term resilience of
carbon storage in the land base and
enhance sequestration capacity.

Utilize wood and agricultural products to
increase the amount of carbon stored in
the natural and built environments
Consistent. Where appropriate, Project
designs will incorporate wood or wood
products. The Project would not obstruct
or interfere agency efforts to encourage
use of wood and agricultural products to
increase the amount of carbon stored in
the natural and built environments.

Establish scenario projections to serve as
the foundation for the Implementation
Plan
Not applicable. This measure is not within
the purview of this Project.

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54 Action Responsible Parties Consistency
Establish a carbon accounting framework
for natural and working lands as described
in SB 859 by 2018
CARB Not applicable. This measure is not within
the purview of this Project.

Implement Forest Carbon Plan
CNRA,
California
Department of
Forestry and Fire
Protection
(CAL FIRE),
CalEPA and
Departments Within
Not applicable. This measure is not within
the purview of this Project.

Identify and expand funding and financing
mechanisms to support GHG reductions
across all sectors.

State Agencies &
Local Agencies Not applicable. This measure is not within the purview of this Project.

As shown above, the Project would not conflict with any of the 2017 Scoping Plan elements as any regulations adopted would apply directly or indirectly to the Project. Further, recent studies show that the State’s existing and proposed regulatory framework will allow the State to reduce its GHG emissions level to 40% below 1990 levels by 2030 (57).

CITY OF MORENO VALLEY GENERAL PLAN MEASURES CONSISTENCY As previously stated, the City of Moreno Valley General Plan does not identify specific GHG or climate change policies or goal, a number of the measures identified in the General Plan’s Air Quality Element act to reduce or control criteria pollutant emissions and peripherally reduce GHG emissions. As shown on Table 3-8, the Project has been evaluated for consistency with the City’s General Plan Air Quality Element.

TABLE 3-8: CITY OF MORENO VALLEY GENERAL PLAN CONSISTENCY Objective/Policy Project Consistency
Objective 6.6: Promote land use patterns that reduce
daily automotive trips and reduce trip distance for
work, shopping, school, and recreation.

Consistent. The Project site is providing employment
opportunities to Moreno Valley and the surrounding
area.

Objective 6.7: Reduce mobile and stationary source
air pollutant emissions.

Consistent. The Project site is located proximate to
existing and proposed major roadways, acting to
generally reduce vehicle trip lengths, thereby reducing mobile source emissions. The Project will further
reduce mobile source emissions by creating local
employment opportunities, reducing commuter VMT
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55 within the region. Additionally, the Project will
implement energy efficient designs and operational
programs meeting or surpassing California Code of
Regulations (CCR) Title 24 Building Standards,
including but not limited to compliance with or
betterment of, energy conservation requirements
identified at CCR Title 24, Part 6, Energy Code. Energy efficient designs and programs implemented by the
Project reduce resources consumption with
correlating reductions in stationary-source emissions.

Policy 6.7.5: Require grading activities to comply with SCAQMD District’s Rule 403 regarding the control of
fugitive dust.

Consistent. The Project will be required to implement
fugitive dust control measures consistent with
SCAQMD Rule 403.

Policy 6.7.6: Require building construction to comply
with the energy conservation requirements of Title 24
of the California Administrative Code [CCR].

Consistent. Pursuant to City and State Building Code
requirements, the Project will meet or surpass
applicable CCR Title 24 energy conservation
requirements.

Source: City of Moreno Valley General Plan, Safety Element

CITY OF MORENO VALLEY ENERGY EFFICIENCY AND CAS CONSISTENCY The City of Moreno Valley released an Energy Efficiency and CAS as well as a GHGAnalysis for public review on May 8, 2012. The documents were approved on October 9, 2012. The CAS identifies ways that the City can reduce energy and water consumption and GHG emissions as an organization (its employees and the operation of its facilities) and outlines the actions that the City can encourage and community members can employ to reduce their own energy and water consumption and GHG emissions. The policies in the document are to reduce GHG emissions in 2010 by 15% by 2020. The following table consists of an analysis of Project consistency with the policies in the CAS.

TABLE 3-9: CITY OF MORENO VALLEY GENERAL PLAN CONSISTENCY Objective/Policy Project Consistency
R2-T1: Land Use Based Trips and VMT Reduction
Policies.

Encourage the development of Transit Priority
Projects along High-Quality Transit Corridors
identified in the SCAG Sustainable Communities Plan,
to allow a reduction in VMT.

R2-T3: Employment-Based Trip Reductions.

Consistent. The Project will encourage carpooling and
provide information to employees on the use of public
transit.

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56 Objective/Policy Project Consistency
Require a Transportation Demand Management
(TDM) program for new development to reduce
automobile travel by encouraging ride-sharing,
carpooling, and alternative modes of transportation.

R2-E1: New Construction Residential Energy
Efficiency Requirements.

Require energy efficient design for all new residential buildings to be 10% beyond the current Title 24
standards.

Not applicable; this measure applies to residential
projects.

R2-E2: New Construction Residential Renewable
Energy.

Facilitate the use of renewable energy (such as solar
(photovoltaic) panels or small wind turbines) for new
residential developments. Alternative approach
would be the purchase of renewable energy
resources offsite.

Not applicable; this measure applies to residential
projects
R2-E5: New Construction Commercial Energy
Efficiency Requirements.

Require energy efficient design for all new
commercial buildings to be 10% beyond the 2008
Title 24 standards (which were in effect at the time
the CAP was adopted).

Project consistency: Consistent; Current Title 24
requirements would achieve greater reduction than
envisioned by the City’s CAS. Further, the Project
would be required to comply with any adopted
municipal code requirements set forth by the City of
Moreno Valley. As such the Project would be
consistent with R2-E5.

R3-E1: Energy Efficient Development, and
Renewable Energy Deployment Facilitation and
Streamlining.

Updating of codes and zoning requirements and
guidelines to further implement green building
practices. This could include incentives for energy
efficient projects.

Project consistency: Not applicable on a project-level.

R3-L2: Heat Island Plan. Develop measures that
address “heat islands.”
Project consistency: Consistent; the Project will
comply with the City of Moreno Valley’s landscaping
requirements.

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57 Objective/Policy Project Consistency
Potential measures include using strategically placed
shade trees, using paving materials with a Solar
Reflective Index of at least 29, an open grid
pavement system, or covered parking.

R2-W1: Water Use Reduction Initiative.

Consider adopting a per capita water use reduction
goal, which mandates the reduction of water use of
20% per capita with requirements applicable to new
development and with cooperative support of the
water agencies.

Project consistency: Consistent. California Green
Building Standards Code, Chapter 5, Division 5.3,
Section 5.303.2 requires that indoor water use be
reduced by 20%. Section 5.304.3 requires irrigation
controllers and sensors.

R3-W1: Water Efficiency Training and Education.

Work with EMWD and local water companies to
implement a public information and education
program that promotes water conservation.

Project consistency: Not applicable at a project-level.

R2-S1: City Diversion Program.

For Solid Waste, consider a target of increasing the
waste diverted from the landfill to a total of 75% by
2020.

Project consistency: Consistent; the Project will
comply with the City of Moreno Valley’s citywide goal
of solid waste reduction. Additionally, the Project will be compliant with the City of Moreno Valley’s
Municipal Code 8.80.030 by implementing a Waste
Management Plan.

Source: City of Moreno Valley General Plan, Safety Element Notwithstanding, because the Project exceeds the applicable numeric threshold and results in a cumulatively considerable impact with respect to GHG emissions, a significant and unavoidable finding with respect to this criterion is also identified.

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59 4 REFERENCES

1. State of California. 2019 CEQA California Environmental Quality Act. 2019.

2. Air Resources Board. Assembly Bill 32: Global Warming Solutions Act. [Online] 2006. http://www.arb.ca.gov/cc/ab32/ab32.htm.

3. —. Sustainable Communities. [Online] 2008. http://www.arb.ca.gov/cc/sb375/sb375.htm.

4. —. Clean Car Standards - Pavley, Assembly Bill 1493. [Online] September 24, 2009. http://www.arb.ca.gov/cc/ccms/ccms.htm.

5. Building Standards Commission. California Building Standards Code (Title 24, California Code of Regulations). [Online] http://www.bsc.ca.gov/codes.aspx.

6. California Energy Commission. California Code of Regulations, TITLE 20, Division 2. [Online] September 3, 2013. http://www.energy.ca.gov/reports/title20/index.html.

7. Air Resources Board. Title 17 - California Code of Regulation. [Online] 2010. http://www.arb.ca.gov/regs/regs-17.htm.

8. Department of Water Resources. Updated Model Water Efficient Landscape Ordinance AB 1881. [Online] 2006. [Cited: November 13, 2013.]
http://www.water.ca.gov/wateruseefficiency/landscapeordinance/updatedOrd_history.cfm.

9. California Energy Commission. SB 1368 Emission Performance Standards. [Online] September 29, 2006. http://www.energy.ca.gov/emission_standards/.

10. —. Renewables Portfolio Standard (RPS). [Online] 2002. http://www.energy.ca.gov/portfolio/.

11. California Legislative Information. Senate Bill No. 32. [Online] September 8, 2016. https://leginfo.legislature.ca.gov/faces/billNavClient.xhtml?bill_id=201520160SB32.

12. National Oceanic and Atmospheric Administration. Greenhouse Gases - Water Vapor. NOAA National Centers For Environmental Information. [Online] https://www.ncdc.noaa.gov/monitoringreferences/faq/greenhouse-gases.php?section=watervapor.

13. Climate Change 2007: The Physical Science Basis. Contribution of Working Group I to the Fourth Assessment Report. International Panel on Climate Change. 4, 2007.

14. The Carbon Cycle and Climate Change. Bennington, Bret J. 1, s.l. : Brooks/Cole, 2019. ISBN 1 3: 978- 0-495-73855-8.

15. The National Institute for Occupational Safety and Health. Carbon Dioxide. Centers for Disease Control and Prevention. [Online] 2019. https://www.cdc.gov/niosh/npg/npgd0103.html.

16. National Oceanic and Atmospheric Administration. Greenhouse Gases - Methane. NOAA National Centers for Environmental Information. [Online] 2020. https://www.ncdc.noaa.gov/monitoringreferences/faq/greenhouse-gases.php?section=methane.

17. World Resources Institute. Climate Analysis Indicator Tool (CAIT). [Online] 2020. http://cait.wri.org.

18. National Oceanic and Atmospheric Administration. Greenhouse Gases - Chlorofluorocarbons. NOAA National Centers For Environmental Information. [Online] 2020. https://www.ncdc.noaa.gov/monitoring-references/faq/greenhousegases.php?section=chlorofluorocarbons.

19. United States Environmental Protection Agency. Regulation for Reducting Sulfur Hexafluoride Emissions from Gas Insulated Switchgear. Environmental Protection Agency. [Online] 2014.

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60 https://www.epa.gov/sites/production/files/2016-02/documents/mehl-arb-presentation-2014- wkshp.pdf.

20. World Resources Institute. Nitrogen Trifluoride Now Required in GHG Protocol Greenhouse Gas Emissions Inventory. [Online] 2013. https://www.wri.org/blog/2013/05/nitrogen-trifluoride-nowrequired-ghg-protocol-greenhouse-gas-emissions-inventories.

21. National Center for Biotechnology Information. Nitrogen Trifluoride. PubChem Compound Database. [Online] 2020. https://pubchem.ncbi.nlm.nih.gov/compound/24553.

22. American Lung Association. Climate Change. [Online] 2020. http://www.lung.org/ourinitiatives/healthy-air/outdoor/climate-change/.

23. Barbara H. Allen-Diaz. Climate change affects us all. University of California Agriculture and Natural Resources. [Online] 2009. http://calag.ucanr.edu/Archive/?article=ca.v063n02p51.

24. Intergovernmental Panel on Climate Change. Climate Change 2013 The Physical Science Basis - Working Group I Contribution to the Fifth Assessment Report of the Intergovernmental Panel on Climate Change. AR5 Climate Change 2013: The Physical Science Basis. [Online] September 2013. https://www.ipcc.ch/site/assets/uploads/2018/02/WG1AR5_all_final.pdf.

25. United Nations. GHG Profiles - Annex I. [Online] http://di.unfccc.int/ghg_profile_annex1.

26. —. GHG Profiles - Non-Annex I. [Online] http://di.unfccc.int/ghg_profile_non_annex1.

27. World Resources Institute. Climate Analysis Indicator Tool (CAIT). [Online] http://cait.wri.org.

28. Air Resources Board. 2019 GHG Inventory. California Greenhouse Gas Emission Inventory 2000-2017 Edition. [Online] [Cited: September 19, 2019.] http://www.arb.ca.gov/cc/inventory/data/data.htm.

29. Center for Climate and Energy Solutions (C2ES). Outcomes of the U.N. Climate Change Conference.

Center for Climate and Energy Solutions (C2ES). [Online] 2015. http://www.c2es.org/international/negotiations/cop21-paris/summary.

30. Agency, United States Environmental Protection. Endangerment and Cause or Contribute Findings for Greenhouse Gases under the Section 202(a) of the Clean Air Act. United States Environmental Protection Agency. [Online] 2020. https://www.epa.gov/ghgemissions/endangerment-and-cause-orcontribute-findings-greenhouse-gases-under-section-202a-clean.

31. Federal Register. Mid-Term Evaluation of Greenhouse Gas Emissions Standards for Model Year 2022-2025 Light-Duty Vehicles. [Online] 2018.
https://www.federalregister.gov/documents/2018/04/13/2018-07364/mid-term-evaluation-ofgreenhouse-gas-emissions-standards-for-model-year-2022-2025-light-duty.

32. Administration, National Highway Traffic Safety. SAFE: The Safer Affordable Fuel-Efficient 'SAFE' Vehicle Rule. National Highway Traffic Safety Administration. [Online] 2020. https://www.nhtsa.gov/corporate-average-fuel-economy/safe.

33. United States Environmental Protection Agency. SmartWay. [Online] 2017. https://www.epa.gov/smartway/learn-about-smartway.

34. California Legislative Information. Senate Bill No. 32. [Online] 2016. https://leginfo.legislature.ca.gov/faces/billNavClient.xhtml?bill_id=201520160SB32.

35. California Air Resources Board. California's 2017 Climate Change Scoping Plan . [Online] 2017. https://ww3.arb.ca.gov/cc/scopingplan/scoping_plan_2017_es.pdf.

36. Lawrence Berkeley National Laboratory. California's Policies Can Significantly Cut Greenhouse Gas Emissions through 2030. Lawrence Berkeley National Laboratory. [Online] 2015.

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61 http://newscenter.lbl.gov/2015/01/22/californias-policies-can-significantly-cut-greenhouse-gasemissions-2030/.

37. Ernest Orlando Lawrence Berkeley National Laboratory. Modeling California policy impacts on greenhouse gas emissions. [Online] 2015. https://eaei.lbl.gov/sites/all/files/lbnl-7008e.pdf.

38. California Air Resources Board. Legal Disclaimer & User's Notice. [Online] 2019. https://ww3.arb.ca.gov/cc/capandtrade/capandtrade/ct_reg_unofficial.pdf.

39. —. Climate Change Scoping Plan. [Online] 2014.
https://ww3.arb.ca.gov/cc/scopingplan/2013_update/first_update_climate_change_scoping_plan.p df.

40. —. Low Carbon Fuel Standard. [Online] 2019. https://ww3.arb.ca.gov/fuels/lcfs/lcfs.htm.

41. The California Energy Commission. 2019 Building Energy Efficiency Standards . California Energy Commission. [Online] 2018.
https://www.energy.ca.gov/title24/2019standards/documents/2018_Title_24_2019_Building_Stand ards_FAQ.pdf.

42. Department of General Services. Building Standards Commission. CALGreen. [Online] 2018. https://www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission-ResourcesList-Folder/CALGreen.

43. California Air Resources Board. Greenhouse Gas Standards for Medium- and Heavy-Duty Engines and Vehicles. [Online] 2020. https://ww2.arb.ca.gov/node/1594/about.

44. Association of Environmental Professionals. 2018 CEQA California Environmental Quality Act. 2018.

45. South Coast Air Quality Management District. Draft Guidance Document - Interim CEQA Greenhouse Gas (GHG) Significance Threshold. [Online] 2008. http://www.aqmd.gov/docs/defaultsource/ceqa/handbook/greenhouse-gases-(ghg)-ceqa-significance-thresholds/ghgattachmente.pdf.

46. —. Interim CEQA GHG Significance Threshold for Stationary Sources, Rules and Plans. [Online] http://www.aqmd.gov/docs/default-source/ceqa/handbook/greenhouse-gases-(ghg)-ceqasignificance-thresholds/year-2008-2009/ghg-meeting-8/ghg-meeting-8-minutes.pdf?sfvrsn=2.

47. California Air Pollution Control Officers Association (CAPCOA). California Emissions Estimator Model (CalEEMod). [Online] September 2016. www.caleemod.com.

48. California Department of Transportation. EMFAC Software. [Online] http://www.dot.ca.gov/hq/env/air/pages/emfac.htm.

49. California Air Pollution Control Officers Association (CAPCOA). Appendix A: Calculation Details for CalEEMod. CalEEMod. [Online] October 2017. http://www.aqmd.gov/docs/defaultsource/caleemod/02_appendix-a2016-3-2.pdf?sfvrsn=6.

50. California Natural Resources Agency. Final Statement of Reasons for Regulatory Action, Amendments to the State CEQA Guidelines Addressing Analysis and Mitigation of Greenhouse Gas Emissions Pursuant to SB97. [Online] December 2009.

51. Minutes for the GHG CEQA Significance. South Coast Air Quality Managment District. 2008.

52. Urban Crossroads, Inc. Compass Danbe Centerpointe Air Quality Impact Analysis Report. 2020.

53. State of California. 2019 CEQA California Environmental Quality Act. 2019.

54. South Coast Air Quality Management District. Greenhouse Gas CEQA Significance Threshold Stakeholder Working Group #13. [Powerpoint] Diamond Bar : s.n., 2009.

55. Urban Crossroads, Inc. Alessandro Warehouse Traffic Analysis. 2020.

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62 56. South Coast Air Quality Management District. SCAQMD High Cube Warehouse Truck Trip Study White Paper Summary of Busniess Survey Results. 2014.

57. Lawrence Berkeley National Laboratory. California's Policies Can Significantly Cut Greenhouse Gas Emissions through 2030. Lawrence Berkeley National Laboratory. [Online] January 22, 2015. http://newscenter.lbl.gov/2015/01/22/californias-policies-can-significantly-cut-greenhouse-gasemissions-2030/.

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64 5 CERTIFICATIONS
The contents of this GHG study report represent an accurate depiction of the GHG impacts associated with the proposed Compass Danbe Centerpointe Project. The information contained in this GHG report is based on the best available data at the time of preparation. If you have any questions, please contact me directly at [email protected].

Haseeb Qureshi
Associate Principal
URBAN CROSSROADS, INC.
[email protected]

EDUCATION
Master of Science in Environmental Studies
California State University, Fullerton • May 2010
Bachelor of Arts in Environmental Analysis and Design
University of California, Irvine • June 2006

PROFESSIONAL AFFILIATIONS
AEP – Association of Environmental Planners
AWMA – Air and Waste Management Association
ASTM – American Society for Testing and Materials

PROFESSIONAL CERTIFICATIONS
Planned Communities and Urban Infill – Urban Land Institute • June 2011 Indoor Air Quality and Industrial Hygiene – EMSL Analytical • April 2008 Principles of Ambient Air Monitoring – California Air Resources Board • August 2007 AB2588 Regulatory Standards – Trinity Consultants • November 2006 Air Dispersion Modeling – Lakes Environmental • June 2006 F.1.m
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APPENDIX 3.1:

CALEEMOD PROJECT ANNUAL CONSTRUCTION EMISSIONS MODEL OUTPUTS F.1.m
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1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population Refrigerated Warehouse-No Rail 118.95 1000sqft 2.73 118,947.00 0 Unrefrigerated Warehouse-No Rail 277.54 1000sqft 6.37 277,541.00 0 Other Non-Asphalt Surfaces 73.97 1000sqft 1.70 73,972.00 0 Parking Lot 298.22 1000sqft 6.85 298,221.00 0

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10 Wind Speed (m/s) 2.4 Precipitation Freq (Days) 28

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2022
CO2 Intensity
(lb/MWhr)
702.44 CH4 Intensity 0.029
(lb/MWhr)
N2O Intensity 0.006
(lb/MWhr)
Compass Danbe Centerpointe (Construction - Unmitigated) Riverside-South Coast County, Annual
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Packet Pg. 2140 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Project Characteristics -
Land Use -
Construction Phase - Construction is anticipated to occur over an 8-month timeframe.

Off-road Equipment - Hours are based on an 8-hour workday.

Off-road Equipment - Crawler Tractors used in lieu of Tractors/Loaders/Backhoes.

Off-road Equipment -
Off-road Equipment - Crawler Tractors used in lieu of Tractors/Loaders/Backhoes.

Trips and VMT - Vendor Trips have been adjusted to account for Water Trucks.

Grading - This anlaysis conservatively assumes that up to 10 acres will be disturbed per day.

Architectural Coating - Rule 1113
Vehicle Trips - Construction Run Only.

Vehicle Emission Factors - EMFAC2017
Vehicle Emission Factors - EMFAC2017
Vehicle Emission Factors - EMFAC2017
Energy Use - Construction Run Only.

Water And Wastewater - Construction Run Only.

Solid Waste - Construction Run Only.

Construction Off-road Equipment Mitigation - Rule 403
Table Name Column Name Default Value New Value
tblArchitecturalCoating EF_Nonresidential_Exterior 100.00 50.00 tblArchitecturalCoating EF_Nonresidential_Interior 100.00 50.00 tblConstructionPhase NumDays 300.00 150.00
tblConstructionPhase NumDays 20.00 40.00
tblEnergyUse LightingElect 0.35 0.00
tblEnergyUse LightingElect 2.37 0.00
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Packet Pg. 2141 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblEnergyUse LightingElect 1.17 0.00
tblEnergyUse NT24E 36.52 0.00
tblEnergyUse NT24E 0.82 0.00
tblEnergyUse NT24NG 48.51 0.00
tblEnergyUse NT24NG 0.03 0.00
tblEnergyUse T24E 1.06 0.00
tblEnergyUse T24E 0.37 0.00
tblEnergyUse T24NG 3.25 0.00
tblEnergyUse T24NG 2.00 0.00
tblGrading AcresOfGrading 105.00 300.00
tblGrading AcresOfGrading 20.00 100.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 2.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 4.00 0.00 tblOffRoadEquipment UsageHours 6.00 8.00
tblOffRoadEquipment UsageHours 7.00 8.00
tblOffRoadEquipment UsageHours 7.00 8.00
tblSolidWaste SolidWasteGenerationRate 111.81 0.00
tblSolidWaste SolidWasteGenerationRate 260.89 0.00
tblTripsAndVMT VendorTripNumber 0.00 2.00
tblTripsAndVMT VendorTripNumber 0.00 2.00
tblTripsAndVMT VendorTripNumber 126.00 128.00
tblTripsAndVMT VendorTripNumber 0.00 2.00
tblVehicleEF HHD 1.36 0.02
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 0.09 0.00
tblVehicleEF HHD 3.11 6.00
tblVehicleEF HHD 0.45 0.30
CalEEMod Version: CalEEMod.2016.3.2 Page 3 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2142 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 1.41 4.6550e-003
tblVehicleEF HHD 6,423.61 1,112.99
tblVehicleEF HHD 1,444.51 1,341.20
tblVehicleEF HHD 4.59 0.04
tblVehicleEF HHD 24.87 5.85
tblVehicleEF HHD 2.31 2.81
tblVehicleEF HHD 20.31 2.22
tblVehicleEF HHD 0.01 3.0310e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.04 0.04
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.7000e-005 1.0000e-006
tblVehicleEF HHD 0.01 2.9000e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.8650e-003 8.8080e-003
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.4000e-005 0.00
tblVehicleEF HHD 7.3000e-005 3.0000e-006
tblVehicleEF HHD 2.3460e-003 1.1000e-004
tblVehicleEF HHD 0.80 0.44
tblVehicleEF HHD 4.3000e-005 2.0000e-006
tblVehicleEF HHD 0.06 0.05
tblVehicleEF HHD 1.5800e-004 5.0300e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 0.06 0.01
tblVehicleEF HHD 0.01 0.01
tblVehicleEF HHD 6.9000e-005 0.00
CalEEMod Version: CalEEMod.2016.3.2 Page 4 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2143 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 7.3000e-005 3.0000e-006
tblVehicleEF HHD 2.3460e-003 1.1000e-004
tblVehicleEF HHD 0.92 0.50
tblVehicleEF HHD 4.3000e-005 2.0000e-006
tblVehicleEF HHD 0.10 0.08
tblVehicleEF HHD 1.5800e-004 5.0300e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 1.28 0.02
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 0.09 0.00
tblVehicleEF HHD 2.26 5.87
tblVehicleEF HHD 0.45 0.30
tblVehicleEF HHD 1.34 4.3930e-003
tblVehicleEF HHD 6,805.04 1,108.39
tblVehicleEF HHD 1,444.51 1,341.20
tblVehicleEF HHD 4.59 0.04
tblVehicleEF HHD 25.67 5.66
tblVehicleEF HHD 2.18 2.65
tblVehicleEF HHD 20.31 2.22
tblVehicleEF HHD 9.3550e-003 2.6730e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.04 0.04
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.7000e-005 1.0000e-006
tblVehicleEF HHD 8.9510e-003 2.5580e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.8650e-003 8.8080e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 5 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2144 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.4000e-005 0.00
tblVehicleEF HHD 1.3900e-004 6.0000e-006
tblVehicleEF HHD 2.6650e-003 1.2100e-004
tblVehicleEF HHD 0.75 0.46
tblVehicleEF HHD 8.2000e-005 4.0000e-006
tblVehicleEF HHD 0.06 0.05
tblVehicleEF HHD 1.6100e-004 5.1000e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 0.06 0.01
tblVehicleEF HHD 0.01 0.01
tblVehicleEF HHD 6.8000e-005 0.00
tblVehicleEF HHD 1.3900e-004 6.0000e-006
tblVehicleEF HHD 2.6650e-003 1.2100e-004
tblVehicleEF HHD 0.87 0.52
tblVehicleEF HHD 8.2000e-005 4.0000e-006
tblVehicleEF HHD 0.10 0.08
tblVehicleEF HHD 1.6100e-004 5.1000e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 1.46 0.02
tblVehicleEF HHD 0.03 2.2560e-003
tblVehicleEF HHD 0.09 0.00
tblVehicleEF HHD 4.28 6.14
tblVehicleEF HHD 0.44 0.23
tblVehicleEF HHD 1.42 4.6050e-003
tblVehicleEF HHD 5,896.87 1,113.28
tblVehicleEF HHD 1,444.51 1,323.58
CalEEMod Version: CalEEMod.2016.3.2 Page 6 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2145 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 4.59 0.04
tblVehicleEF HHD 23.77 6.08
tblVehicleEF HHD 2.30 2.76
tblVehicleEF HHD 20.31 2.22
tblVehicleEF HHD 0.01 3.4600e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.04 0.04
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.7000e-005 1.0000e-006
tblVehicleEF HHD 0.01 3.3110e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.8650e-003 8.7590e-003
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.4000e-005 0.00
tblVehicleEF HHD 5.5000e-005 3.0000e-006
tblVehicleEF HHD 2.4470e-003 1.2300e-004
tblVehicleEF HHD 0.86 0.41
tblVehicleEF HHD 3.6000e-005 2.0000e-006
tblVehicleEF HHD 0.06 0.05
tblVehicleEF HHD 1.6900e-004 5.3500e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 0.06 0.01
tblVehicleEF HHD 0.01 0.01
tblVehicleEF HHD 6.9000e-005 0.00
tblVehicleEF HHD 5.5000e-005 3.0000e-006
tblVehicleEF HHD 2.4470e-003 1.2300e-004
tblVehicleEF HHD 0.99 0.47
CalEEMod Version: CalEEMod.2016.3.2 Page 7 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2146 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 3.6000e-005 2.0000e-006
tblVehicleEF HHD 0.10 0.05
tblVehicleEF HHD 1.6900e-004 5.3500e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF LDA 3.6620e-003 2.1320e-003
tblVehicleEF LDA 4.7760e-003 0.05
tblVehicleEF LDA 0.54 0.60
tblVehicleEF LDA 1.05 2.09
tblVehicleEF LDA 245.52 258.04
tblVehicleEF LDA 56.65 53.55
tblVehicleEF LDA 0.05 0.03
tblVehicleEF LDA 0.07 0.18
tblVehicleEF LDA 1.5830e-003 1.3710e-003
tblVehicleEF LDA 2.2500e-003 1.8340e-003
tblVehicleEF LDA 1.4580e-003 1.2630e-003
tblVehicleEF LDA 2.0690e-003 1.6860e-003
tblVehicleEF LDA 0.05 0.05
tblVehicleEF LDA 0.10 0.09
tblVehicleEF LDA 0.04 0.04
tblVehicleEF LDA 9.2080e-003 8.0170e-003
tblVehicleEF LDA 0.04 0.20
tblVehicleEF LDA 0.06 0.21
tblVehicleEF LDA 2.4580e-003 2.5360e-003
tblVehicleEF LDA 5.8400e-004 5.2600e-004
tblVehicleEF LDA 0.05 0.05
tblVehicleEF LDA 0.10 0.09
tblVehicleEF LDA 0.04 0.04
CalEEMod Version: CalEEMod.2016.3.2 Page 8 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2147 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDA 0.01 0.01
tblVehicleEF LDA 0.04 0.20
tblVehicleEF LDA 0.07 0.23
tblVehicleEF LDA 4.1530e-003 2.4040e-003
tblVehicleEF LDA 4.1450e-003 0.04
tblVehicleEF LDA 0.66 0.72
tblVehicleEF LDA 0.93 1.75
tblVehicleEF LDA 267.36 278.99
tblVehicleEF LDA 56.65 52.91
tblVehicleEF LDA 0.04 0.03
tblVehicleEF LDA 0.06 0.16
tblVehicleEF LDA 1.5830e-003 1.3710e-003
tblVehicleEF LDA 2.2500e-003 1.8340e-003
tblVehicleEF LDA 1.4580e-003 1.2630e-003
tblVehicleEF LDA 2.0690e-003 1.6860e-003
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.11 0.10
tblVehicleEF LDA 0.07 0.08
tblVehicleEF LDA 0.01 8.9450e-003
tblVehicleEF LDA 0.04 0.20
tblVehicleEF LDA 0.06 0.18
tblVehicleEF LDA 2.6780e-003 2.7420e-003
tblVehicleEF LDA 5.8200e-004 5.2000e-004
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.11 0.10
tblVehicleEF LDA 0.07 0.08
tblVehicleEF LDA 0.02 0.01
CalEEMod Version: CalEEMod.2016.3.2 Page 9 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2148 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDA 0.04 0.20
tblVehicleEF LDA 0.06 0.20
tblVehicleEF LDA 3.5320e-003 2.0960e-003
tblVehicleEF LDA 4.9050e-003 0.05
tblVehicleEF LDA 0.51 0.58
tblVehicleEF LDA 1.08 2.07
tblVehicleEF LDA 239.46 254.50
tblVehicleEF LDA 56.65 53.52
tblVehicleEF LDA 0.04 0.03
tblVehicleEF LDA 0.07 0.17
tblVehicleEF LDA 1.5830e-003 1.3710e-003
tblVehicleEF LDA 2.2500e-003 1.8340e-003
tblVehicleEF LDA 1.4580e-003 1.2630e-003
tblVehicleEF LDA 2.0690e-003 1.6860e-003
tblVehicleEF LDA 0.04 0.05
tblVehicleEF LDA 0.10 0.10
tblVehicleEF LDA 0.03 0.04
tblVehicleEF LDA 8.8850e-003 7.8720e-003
tblVehicleEF LDA 0.04 0.23
tblVehicleEF LDA 0.07 0.21
tblVehicleEF LDA 2.3970e-003 2.5010e-003
tblVehicleEF LDA 5.8500e-004 5.2600e-004
tblVehicleEF LDA 0.04 0.05
tblVehicleEF LDA 0.10 0.10
tblVehicleEF LDA 0.03 0.04
tblVehicleEF LDA 0.01 0.01
tblVehicleEF LDA 0.04 0.23
CalEEMod Version: CalEEMod.2016.3.2 Page 10 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2149 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDA 0.07 0.23
tblVehicleEF LDT1 0.01 6.6590e-003
tblVehicleEF LDT1 0.02 0.08
tblVehicleEF LDT1 1.32 1.37
tblVehicleEF LDT1 3.05 2.37
tblVehicleEF LDT1 305.87 306.08
tblVehicleEF LDT1 70.39 65.28
tblVehicleEF LDT1 0.13 0.12
tblVehicleEF LDT1 0.19 0.29
tblVehicleEF LDT1 2.3960e-003 2.0660e-003
tblVehicleEF LDT1 3.5150e-003 2.7560e-003
tblVehicleEF LDT1 2.2060e-003 1.9010e-003
tblVehicleEF LDT1 3.2320e-003 2.5340e-003
tblVehicleEF LDT1 0.20 0.18
tblVehicleEF LDT1 0.32 0.25
tblVehicleEF LDT1 0.13 0.12
tblVehicleEF LDT1 0.03 0.03
tblVehicleEF LDT1 0.19 0.80
tblVehicleEF LDT1 0.21 0.41
tblVehicleEF LDT1 3.0750e-003 3.0090e-003
tblVehicleEF LDT1 7.5800e-004 6.4200e-004
tblVehicleEF LDT1 0.20 0.18
tblVehicleEF LDT1 0.32 0.25
tblVehicleEF LDT1 0.13 0.12
tblVehicleEF LDT1 0.04 0.04
tblVehicleEF LDT1 0.19 0.80
tblVehicleEF LDT1 0.23 0.45
CalEEMod Version: CalEEMod.2016.3.2 Page 11 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2150 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT1 0.01 7.4260e-003
tblVehicleEF LDT1 0.01 0.07
tblVehicleEF LDT1 1.59 1.62
tblVehicleEF LDT1 2.68 1.98
tblVehicleEF LDT1 332.27 327.89
tblVehicleEF LDT1 70.39 64.46
tblVehicleEF LDT1 0.12 0.11
tblVehicleEF LDT1 0.18 0.27
tblVehicleEF LDT1 2.3960e-003 2.0660e-003
tblVehicleEF LDT1 3.5150e-003 2.7560e-003
tblVehicleEF LDT1 2.2060e-003 1.9010e-003
tblVehicleEF LDT1 3.2320e-003 2.5340e-003
tblVehicleEF LDT1 0.38 0.33
tblVehicleEF LDT1 0.40 0.29
tblVehicleEF LDT1 0.25 0.23
tblVehicleEF LDT1 0.03 0.03
tblVehicleEF LDT1 0.19 0.78
tblVehicleEF LDT1 0.18 0.35
tblVehicleEF LDT1 3.3430e-003 3.2240e-003
tblVehicleEF LDT1 7.5100e-004 6.3400e-004
tblVehicleEF LDT1 0.38 0.33
tblVehicleEF LDT1 0.40 0.29
tblVehicleEF LDT1 0.25 0.23
tblVehicleEF LDT1 0.04 0.05
tblVehicleEF LDT1 0.19 0.78
tblVehicleEF LDT1 0.20 0.38
tblVehicleEF LDT1 0.01 6.5510e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 12 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2151 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT1 0.02 0.08
tblVehicleEF LDT1 1.24 1.33
tblVehicleEF LDT1 3.11 2.35
tblVehicleEF LDT1 298.00 302.40
tblVehicleEF LDT1 70.39 65.25
tblVehicleEF LDT1 0.12 0.12
tblVehicleEF LDT1 0.19 0.28
tblVehicleEF LDT1 2.3960e-003 2.0660e-003
tblVehicleEF LDT1 3.5150e-003 2.7560e-003
tblVehicleEF LDT1 2.2060e-003 1.9010e-003
tblVehicleEF LDT1 3.2320e-003 2.5340e-003
tblVehicleEF LDT1 0.17 0.18
tblVehicleEF LDT1 0.36 0.28
tblVehicleEF LDT1 0.11 0.12
tblVehicleEF LDT1 0.03 0.03
tblVehicleEF LDT1 0.22 0.93
tblVehicleEF LDT1 0.22 0.41
tblVehicleEF LDT1 2.9950e-003 2.9730e-003
tblVehicleEF LDT1 7.5900e-004 6.4200e-004
tblVehicleEF LDT1 0.17 0.18
tblVehicleEF LDT1 0.36 0.28
tblVehicleEF LDT1 0.11 0.12
tblVehicleEF LDT1 0.04 0.04
tblVehicleEF LDT1 0.22 0.93
tblVehicleEF LDT1 0.24 0.45
tblVehicleEF LDT2 5.1640e-003 3.5680e-003
tblVehicleEF LDT2 6.4600e-003 0.07
CalEEMod Version: CalEEMod.2016.3.2 Page 13 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2152 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT2 0.71 0.85
tblVehicleEF LDT2 1.39 2.68
tblVehicleEF LDT2 342.68 324.29
tblVehicleEF LDT2 78.65 69.43
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 0.11 0.28
tblVehicleEF LDT2 1.6000e-003 1.4090e-003
tblVehicleEF LDT2 2.3460e-003 1.8660e-003
tblVehicleEF LDT2 1.4710e-003 1.2970e-003
tblVehicleEF LDT2 2.1570e-003 1.7160e-003
tblVehicleEF LDT2 0.07 0.09
tblVehicleEF LDT2 0.11 0.13
tblVehicleEF LDT2 0.05 0.07
tblVehicleEF LDT2 0.01 0.01
tblVehicleEF LDT2 0.06 0.41
tblVehicleEF LDT2 0.09 0.31
tblVehicleEF LDT2 3.4320e-003 3.1880e-003
tblVehicleEF LDT2 8.1000e-004 6.8300e-004
tblVehicleEF LDT2 0.07 0.09
tblVehicleEF LDT2 0.11 0.13
tblVehicleEF LDT2 0.05 0.07
tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.06 0.41
tblVehicleEF LDT2 0.10 0.34
tblVehicleEF LDT2 5.8560e-003 4.0040e-003
tblVehicleEF LDT2 5.6090e-003 0.06
tblVehicleEF LDT2 0.87 1.02
CalEEMod Version: CalEEMod.2016.3.2 Page 14 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2153 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT2 1.23 2.24
tblVehicleEF LDT2 372.88 345.21
tblVehicleEF LDT2 78.65 68.58
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 0.11 0.26
tblVehicleEF LDT2 1.6000e-003 1.4090e-003
tblVehicleEF LDT2 2.3460e-003 1.8660e-003
tblVehicleEF LDT2 1.4710e-003 1.2970e-003
tblVehicleEF LDT2 2.1570e-003 1.7160e-003
tblVehicleEF LDT2 0.13 0.16
tblVehicleEF LDT2 0.13 0.14
tblVehicleEF LDT2 0.10 0.14
tblVehicleEF LDT2 0.01 0.02
tblVehicleEF LDT2 0.06 0.40
tblVehicleEF LDT2 0.08 0.27
tblVehicleEF LDT2 3.7360e-003 3.3930e-003
tblVehicleEF LDT2 8.0700e-004 6.7400e-004
tblVehicleEF LDT2 0.13 0.16
tblVehicleEF LDT2 0.13 0.14
tblVehicleEF LDT2 0.10 0.14
tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.06 0.40
tblVehicleEF LDT2 0.08 0.29
tblVehicleEF LDT2 4.9650e-003 3.5090e-003
tblVehicleEF LDT2 6.6500e-003 0.07
tblVehicleEF LDT2 0.67 0.82
tblVehicleEF LDT2 1.42 2.66
CalEEMod Version: CalEEMod.2016.3.2 Page 15 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2154 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT2 333.62 320.76
tblVehicleEF LDT2 78.65 69.40
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 0.11 0.28
tblVehicleEF LDT2 1.6000e-003 1.4090e-003
tblVehicleEF LDT2 2.3460e-003 1.8660e-003
tblVehicleEF LDT2 1.4710e-003 1.2970e-003
tblVehicleEF LDT2 2.1570e-003 1.7160e-003
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.12 0.14
tblVehicleEF LDT2 0.04 0.07
tblVehicleEF LDT2 0.01 0.01
tblVehicleEF LDT2 0.07 0.47
tblVehicleEF LDT2 0.09 0.31
tblVehicleEF LDT2 3.3410e-003 3.1530e-003
tblVehicleEF LDT2 8.1000e-004 6.8200e-004
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.12 0.14
tblVehicleEF LDT2 0.04 0.07
tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.07 0.47
tblVehicleEF LDT2 0.10 0.34
tblVehicleEF LHD1 5.1810e-003 4.6570e-003
tblVehicleEF LHD1 9.5070e-003 4.8740e-003
tblVehicleEF LHD1 0.02 0.01
tblVehicleEF LHD1 0.14 0.17
tblVehicleEF LHD1 0.88 0.66
CalEEMod Version: CalEEMod.2016.3.2 Page 16 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2155 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 2.26 0.92
tblVehicleEF LHD1 9.26 9.43
tblVehicleEF LHD1 602.20 628.02
tblVehicleEF LHD1 29.86 10.15
tblVehicleEF LHD1 0.09 0.08
tblVehicleEF LHD1 2.06 1.53
tblVehicleEF LHD1 0.96 0.29
tblVehicleEF LHD1 9.7000e-004 1.0050e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 8.2900e-004 2.1900e-004
tblVehicleEF LHD1 9.2800e-004 9.6200e-004
tblVehicleEF LHD1 2.5490e-003 2.5150e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 7.6200e-004 2.0100e-004
tblVehicleEF LHD1 3.7780e-003 2.5170e-003
tblVehicleEF LHD1 0.10 0.07
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 1.8760e-003 1.3130e-003
tblVehicleEF LHD1 0.07 0.06
tblVehicleEF LHD1 0.31 0.46
tblVehicleEF LHD1 0.24 0.07
tblVehicleEF LHD1 9.2000e-005 9.1000e-005
tblVehicleEF LHD1 5.9030e-003 6.1050e-003
tblVehicleEF LHD1 3.4200e-004 1.0000e-004
tblVehicleEF LHD1 3.7780e-003 2.5170e-003
tblVehicleEF LHD1 0.10 0.07
CalEEMod Version: CalEEMod.2016.3.2 Page 17 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2156 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 1.8760e-003 1.3130e-003
tblVehicleEF LHD1 0.09 0.07
tblVehicleEF LHD1 0.31 0.46
tblVehicleEF LHD1 0.27 0.08
tblVehicleEF LHD1 5.1810e-003 4.6710e-003
tblVehicleEF LHD1 9.6980e-003 4.9550e-003
tblVehicleEF LHD1 0.02 0.01
tblVehicleEF LHD1 0.14 0.17
tblVehicleEF LHD1 0.89 0.67
tblVehicleEF LHD1 2.15 0.87
tblVehicleEF LHD1 9.26 9.43
tblVehicleEF LHD1 602.20 628.04
tblVehicleEF LHD1 29.86 10.07
tblVehicleEF LHD1 0.09 0.08
tblVehicleEF LHD1 1.94 1.44
tblVehicleEF LHD1 0.93 0.28
tblVehicleEF LHD1 9.7000e-004 1.0050e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 8.2900e-004 2.1900e-004
tblVehicleEF LHD1 9.2800e-004 9.6200e-004
tblVehicleEF LHD1 2.5490e-003 2.5150e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 7.6200e-004 2.0100e-004
tblVehicleEF LHD1 7.0590e-003 4.4750e-003
tblVehicleEF LHD1 0.12 0.08
CalEEMod Version: CalEEMod.2016.3.2 Page 18 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2157 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 3.5660e-003 2.5190e-003
tblVehicleEF LHD1 0.07 0.06
tblVehicleEF LHD1 0.32 0.46
tblVehicleEF LHD1 0.23 0.07
tblVehicleEF LHD1 9.2000e-005 9.1000e-005
tblVehicleEF LHD1 5.9030e-003 6.1050e-003
tblVehicleEF LHD1 3.4000e-004 1.0000e-004
tblVehicleEF LHD1 7.0590e-003 4.4750e-003
tblVehicleEF LHD1 0.12 0.08
tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 3.5660e-003 2.5190e-003
tblVehicleEF LHD1 0.09 0.07
tblVehicleEF LHD1 0.32 0.46
tblVehicleEF LHD1 0.25 0.08
tblVehicleEF LHD1 5.1810e-003 4.6600e-003
tblVehicleEF LHD1 9.4900e-003 4.8830e-003
tblVehicleEF LHD1 0.02 0.01
tblVehicleEF LHD1 0.14 0.17
tblVehicleEF LHD1 0.88 0.66
tblVehicleEF LHD1 2.26 0.91
tblVehicleEF LHD1 9.26 9.43
tblVehicleEF LHD1 602.20 628.03
tblVehicleEF LHD1 29.86 10.14
tblVehicleEF LHD1 0.09 0.08
tblVehicleEF LHD1 2.04 1.51
tblVehicleEF LHD1 0.95 0.29
CalEEMod Version: CalEEMod.2016.3.2 Page 19 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2158 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 9.7000e-004 1.0050e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 8.2900e-004 2.1900e-004
tblVehicleEF LHD1 9.2800e-004 9.6200e-004
tblVehicleEF LHD1 2.5490e-003 2.5150e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 7.6200e-004 2.0100e-004
tblVehicleEF LHD1 3.3490e-003 2.6470e-003
tblVehicleEF LHD1 0.11 0.08
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 1.7110e-003 1.3780e-003
tblVehicleEF LHD1 0.07 0.06
tblVehicleEF LHD1 0.34 0.49
tblVehicleEF LHD1 0.24 0.07
tblVehicleEF LHD1 9.2000e-005 9.1000e-005
tblVehicleEF LHD1 5.9020e-003 6.1050e-003
tblVehicleEF LHD1 3.4200e-004 1.0000e-004
tblVehicleEF LHD1 3.3490e-003 2.6470e-003
tblVehicleEF LHD1 0.11 0.08
tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 1.7110e-003 1.3780e-003
tblVehicleEF LHD1 0.09 0.07
tblVehicleEF LHD1 0.34 0.49
tblVehicleEF LHD1 0.27 0.08
tblVehicleEF LHD2 3.4600e-003 2.8390e-003
tblVehicleEF LHD2 4.0020e-003 3.5160e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 20 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2159 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 7.4040e-003 7.6560e-003
tblVehicleEF LHD2 0.12 0.13
tblVehicleEF LHD2 0.45 0.48
tblVehicleEF LHD2 1.08 0.49
tblVehicleEF LHD2 14.41 15.04
tblVehicleEF LHD2 598.41 622.37
tblVehicleEF LHD2 23.24 6.52
tblVehicleEF LHD2 0.11 0.13
tblVehicleEF LHD2 1.50 1.67
tblVehicleEF LHD2 0.50 0.17
tblVehicleEF LHD2 1.3120e-003 1.5070e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.7000e-004 1.0100e-004
tblVehicleEF LHD2 1.2550e-003 1.4420e-003
tblVehicleEF LHD2 2.7000e-003 2.7370e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.4000e-004 9.3000e-005
tblVehicleEF LHD2 1.4050e-003 1.1710e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.01 0.02
tblVehicleEF LHD2 7.4200e-004 6.3000e-004
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.10 0.04
tblVehicleEF LHD2 1.4000e-004 1.4300e-004
tblVehicleEF LHD2 5.8170e-003 5.9880e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 21 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2160 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 2.5200e-004 6.5000e-005
tblVehicleEF LHD2 1.4050e-003 1.1710e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 7.4200e-004 6.3000e-004
tblVehicleEF LHD2 0.06 0.07
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.11 0.04
tblVehicleEF LHD2 3.4600e-003 2.8460e-003
tblVehicleEF LHD2 4.0450e-003 3.5410e-003
tblVehicleEF LHD2 7.1500e-003 7.3630e-003
tblVehicleEF LHD2 0.12 0.13
tblVehicleEF LHD2 0.45 0.48
tblVehicleEF LHD2 1.04 0.47
tblVehicleEF LHD2 14.41 15.04
tblVehicleEF LHD2 598.41 622.37
tblVehicleEF LHD2 23.24 6.47
tblVehicleEF LHD2 0.11 0.13
tblVehicleEF LHD2 1.41 1.58
tblVehicleEF LHD2 0.48 0.16
tblVehicleEF LHD2 1.3120e-003 1.5070e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.7000e-004 1.0100e-004
tblVehicleEF LHD2 1.2550e-003 1.4420e-003
tblVehicleEF LHD2 2.7000e-003 2.7370e-003
tblVehicleEF LHD2 0.01 0.01
CalEEMod Version: CalEEMod.2016.3.2 Page 22 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2161 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 3.4000e-004 9.3000e-005
tblVehicleEF LHD2 2.6530e-003 2.0860e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.01 0.02
tblVehicleEF LHD2 1.3950e-003 1.2080e-003
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.10 0.04
tblVehicleEF LHD2 1.4000e-004 1.4300e-004
tblVehicleEF LHD2 5.8170e-003 5.9880e-003
tblVehicleEF LHD2 2.5100e-004 6.4000e-005
tblVehicleEF LHD2 2.6530e-003 2.0860e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 1.3950e-003 1.2080e-003
tblVehicleEF LHD2 0.06 0.07
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.11 0.04
tblVehicleEF LHD2 3.4600e-003 2.8400e-003
tblVehicleEF LHD2 3.9920e-003 3.5200e-003
tblVehicleEF LHD2 7.4470e-003 7.6030e-003
tblVehicleEF LHD2 0.12 0.13
tblVehicleEF LHD2 0.45 0.48
tblVehicleEF LHD2 1.09 0.49
tblVehicleEF LHD2 14.41 15.04
tblVehicleEF LHD2 598.41 622.37
tblVehicleEF LHD2 23.24 6.51
CalEEMod Version: CalEEMod.2016.3.2 Page 23 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2162 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 0.11 0.13
tblVehicleEF LHD2 1.48 1.65
tblVehicleEF LHD2 0.50 0.16
tblVehicleEF LHD2 1.3120e-003 1.5070e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.7000e-004 1.0100e-004
tblVehicleEF LHD2 1.2550e-003 1.4420e-003
tblVehicleEF LHD2 2.7000e-003 2.7370e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.4000e-004 9.3000e-005
tblVehicleEF LHD2 1.1040e-003 1.2010e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.01 0.02
tblVehicleEF LHD2 6.2900e-004 6.5400e-004
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.08 0.22
tblVehicleEF LHD2 0.10 0.04
tblVehicleEF LHD2 1.4000e-004 1.4300e-004
tblVehicleEF LHD2 5.8170e-003 5.9880e-003
tblVehicleEF LHD2 2.5200e-004 6.4000e-005
tblVehicleEF LHD2 1.1040e-003 1.2010e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 6.2900e-004 6.5400e-004
tblVehicleEF LHD2 0.06 0.07
tblVehicleEF LHD2 0.08 0.22
CalEEMod Version: CalEEMod.2016.3.2 Page 24 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2163 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 0.11 0.04
tblVehicleEF MCY 0.42 0.31
tblVehicleEF MCY 0.15 0.24
tblVehicleEF MCY 19.14 19.16
tblVehicleEF MCY 9.69 8.62
tblVehicleEF MCY 166.26 207.70
tblVehicleEF MCY 45.80 60.67
tblVehicleEF MCY 1.12 1.13
tblVehicleEF MCY 0.31 0.26
tblVehicleEF MCY 1.8240e-003 1.7610e-003
tblVehicleEF MCY 3.3680e-003 2.8430e-003
tblVehicleEF MCY 1.7050e-003 1.6470e-003
tblVehicleEF MCY 3.1720e-003 2.6760e-003
tblVehicleEF MCY 1.69 1.43
tblVehicleEF MCY 0.85 0.79
tblVehicleEF MCY 0.92 0.76
tblVehicleEF MCY 2.13 2.13
tblVehicleEF MCY 0.56 1.82
tblVehicleEF MCY 2.06 1.84
tblVehicleEF MCY 2.0370e-003 2.0550e-003
tblVehicleEF MCY 6.7700e-004 6.0000e-004
tblVehicleEF MCY 1.69 1.43
tblVehicleEF MCY 0.85 0.79
tblVehicleEF MCY 0.92 0.76
tblVehicleEF MCY 2.63 2.63
tblVehicleEF MCY 0.56 1.82
tblVehicleEF MCY 2.24 2.00
CalEEMod Version: CalEEMod.2016.3.2 Page 25 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2164 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MCY 0.42 0.31
tblVehicleEF MCY 0.14 0.21
tblVehicleEF MCY 19.85 19.13
tblVehicleEF MCY 9.10 7.90
tblVehicleEF MCY 166.26 207.50
tblVehicleEF MCY 45.80 58.76
tblVehicleEF MCY 0.98 0.98
tblVehicleEF MCY 0.29 0.25
tblVehicleEF MCY 1.8240e-003 1.7610e-003
tblVehicleEF MCY 3.3680e-003 2.8430e-003
tblVehicleEF MCY 1.7050e-003 1.6470e-003
tblVehicleEF MCY 3.1720e-003 2.6760e-003
tblVehicleEF MCY 3.36 2.74
tblVehicleEF MCY 1.24 1.09
tblVehicleEF MCY 2.10 1.72
tblVehicleEF MCY 2.11 2.09
tblVehicleEF MCY 0.56 1.79
tblVehicleEF MCY 1.85 1.61
tblVehicleEF MCY 2.0480e-003 2.0530e-003
tblVehicleEF MCY 6.6100e-004 5.8100e-004
tblVehicleEF MCY 3.36 2.74
tblVehicleEF MCY 1.24 1.09
tblVehicleEF MCY 2.10 1.72
tblVehicleEF MCY 2.61 2.57
tblVehicleEF MCY 0.56 1.79
tblVehicleEF MCY 2.01 1.76
tblVehicleEF MCY 0.42 0.31
CalEEMod Version: CalEEMod.2016.3.2 Page 26 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2165 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MCY 0.15 0.24
tblVehicleEF MCY 18.68 18.59
tblVehicleEF MCY 9.65 8.41
tblVehicleEF MCY 166.26 206.72
tblVehicleEF MCY 45.80 60.18
tblVehicleEF MCY 1.12 1.09
tblVehicleEF MCY 0.31 0.26
tblVehicleEF MCY 1.8240e-003 1.7610e-003
tblVehicleEF MCY 3.3680e-003 2.8430e-003
tblVehicleEF MCY 1.7050e-003 1.6470e-003
tblVehicleEF MCY 3.1720e-003 2.6760e-003
tblVehicleEF MCY 1.60 1.64
tblVehicleEF MCY 1.04 1.06
tblVehicleEF MCY 0.74 0.76
tblVehicleEF MCY 2.12 2.11
tblVehicleEF MCY 0.64 2.08
tblVehicleEF MCY 2.07 1.80
tblVehicleEF MCY 2.0300e-003 2.0460e-003
tblVehicleEF MCY 6.7700e-004 5.9600e-004
tblVehicleEF MCY 1.60 1.64
tblVehicleEF MCY 1.04 1.06
tblVehicleEF MCY 0.74 0.76
tblVehicleEF MCY 2.62 2.60
tblVehicleEF MCY 0.64 2.08
tblVehicleEF MCY 2.26 1.96
tblVehicleEF MDV 0.01 4.7140e-003
tblVehicleEF MDV 0.02 0.08
CalEEMod Version: CalEEMod.2016.3.2 Page 27 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2166 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MDV 1.26 1.01
tblVehicleEF MDV 2.88 3.15
tblVehicleEF MDV 474.24 407.49
tblVehicleEF MDV 107.24 86.52
tblVehicleEF MDV 0.15 0.10
tblVehicleEF MDV 0.27 0.36
tblVehicleEF MDV 1.6800e-003 1.4810e-003
tblVehicleEF MDV 2.4130e-003 1.9440e-003
tblVehicleEF MDV 1.5490e-003 1.3660e-003
tblVehicleEF MDV 2.2190e-003 1.7870e-003
tblVehicleEF MDV 0.11 0.11
tblVehicleEF MDV 0.20 0.16
tblVehicleEF MDV 0.09 0.09
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.11 0.47
tblVehicleEF MDV 0.22 0.41
tblVehicleEF MDV 4.7510e-003 4.0030e-003
tblVehicleEF MDV 1.1230e-003 8.5100e-004
tblVehicleEF MDV 0.11 0.11
tblVehicleEF MDV 0.20 0.16
tblVehicleEF MDV 0.09 0.09
tblVehicleEF MDV 0.04 0.03
tblVehicleEF MDV 0.11 0.47
tblVehicleEF MDV 0.24 0.45
tblVehicleEF MDV 0.01 5.2950e-003
tblVehicleEF MDV 0.01 0.07
tblVehicleEF MDV 1.53 1.20
CalEEMod Version: CalEEMod.2016.3.2 Page 28 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2167 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MDV 2.54 2.62
tblVehicleEF MDV 514.80 429.84
tblVehicleEF MDV 107.24 85.49
tblVehicleEF MDV 0.14 0.09
tblVehicleEF MDV 0.26 0.34
tblVehicleEF MDV 1.6800e-003 1.4810e-003
tblVehicleEF MDV 2.4130e-003 1.9440e-003
tblVehicleEF MDV 1.5490e-003 1.3660e-003
tblVehicleEF MDV 2.2190e-003 1.7870e-003
tblVehicleEF MDV 0.21 0.20
tblVehicleEF MDV 0.23 0.17
tblVehicleEF MDV 0.17 0.17
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.11 0.46
tblVehicleEF MDV 0.19 0.35
tblVehicleEF MDV 5.1610e-003 4.2230e-003
tblVehicleEF MDV 1.1170e-003 8.4100e-004
tblVehicleEF MDV 0.21 0.20
tblVehicleEF MDV 0.23 0.17
tblVehicleEF MDV 0.17 0.17
tblVehicleEF MDV 0.05 0.03
tblVehicleEF MDV 0.11 0.46
tblVehicleEF MDV 0.21 0.39
tblVehicleEF MDV 0.01 4.6310e-003
tblVehicleEF MDV 0.02 0.08
tblVehicleEF MDV 1.18 0.97
tblVehicleEF MDV 2.94 3.12
CalEEMod Version: CalEEMod.2016.3.2 Page 29 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2168 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MDV 462.11 403.72
tblVehicleEF MDV 107.24 86.49
tblVehicleEF MDV 0.14 0.10
tblVehicleEF MDV 0.27 0.36
tblVehicleEF MDV 1.6800e-003 1.4810e-003
tblVehicleEF MDV 2.4130e-003 1.9440e-003
tblVehicleEF MDV 1.5490e-003 1.3660e-003
tblVehicleEF MDV 2.2190e-003 1.7870e-003
tblVehicleEF MDV 0.09 0.10
tblVehicleEF MDV 0.21 0.17
tblVehicleEF MDV 0.08 0.10
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.13 0.54
tblVehicleEF MDV 0.23 0.41
tblVehicleEF MDV 4.6290e-003 3.9660e-003
tblVehicleEF MDV 1.1240e-003 8.5000e-004
tblVehicleEF MDV 0.09 0.10
tblVehicleEF MDV 0.21 0.17
tblVehicleEF MDV 0.08 0.10
tblVehicleEF MDV 0.04 0.03
tblVehicleEF MDV 0.13 0.54
tblVehicleEF MDV 0.25 0.45
tblVehicleEF MH 0.03 3.3380e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.33 0.34
tblVehicleEF MH 5.58 0.00
tblVehicleEF MH 998.83 935.85
CalEEMod Version: CalEEMod.2016.3.2 Page 30 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2169 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MH 57.38 0.00
tblVehicleEF MH 1.57 4.40
tblVehicleEF MH 0.82 0.00
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.04 0.14
tblVehicleEF MH 1.0280e-003 0.00
tblVehicleEF MH 3.2460e-003 4.0000e-003
tblVehicleEF MH 0.04 0.13
tblVehicleEF MH 9.4600e-004 0.00
tblVehicleEF MH 1.47 0.00
tblVehicleEF MH 0.08 0.00
tblVehicleEF MH 0.51 0.00
tblVehicleEF MH 0.08 0.07
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.33 0.00
tblVehicleEF MH 9.9070e-003 8.8470e-003
tblVehicleEF MH 6.7100e-004 0.00
tblVehicleEF MH 1.47 0.00
tblVehicleEF MH 0.08 0.00
tblVehicleEF MH 0.51 0.00
tblVehicleEF MH 0.11 0.08
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.36 0.00
tblVehicleEF MH 0.03 3.3380e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.40 0.34
tblVehicleEF MH 5.19 0.00
CalEEMod Version: CalEEMod.2016.3.2 Page 31 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2170 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MH 998.83 935.85
tblVehicleEF MH 57.38 0.00
tblVehicleEF MH 1.46 4.15
tblVehicleEF MH 0.79 0.00
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.04 0.14
tblVehicleEF MH 1.0280e-003 0.00
tblVehicleEF MH 3.2460e-003 4.0000e-003
tblVehicleEF MH 0.04 0.13
tblVehicleEF MH 9.4600e-004 0.00
tblVehicleEF MH 2.69 0.00
tblVehicleEF MH 0.09 0.00
tblVehicleEF MH 1.00 0.00
tblVehicleEF MH 0.09 0.07
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.31 0.00
tblVehicleEF MH 9.9080e-003 8.8470e-003
tblVehicleEF MH 6.6400e-004 0.00
tblVehicleEF MH 2.69 0.00
tblVehicleEF MH 0.09 0.00
tblVehicleEF MH 1.00 0.00
tblVehicleEF MH 0.12 0.08
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.34 0.00
tblVehicleEF MH 0.03 3.3380e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.32 0.34
CalEEMod Version: CalEEMod.2016.3.2 Page 32 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2171 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MH 5.61 0.00
tblVehicleEF MH 998.83 935.85
tblVehicleEF MH 57.38 0.00
tblVehicleEF MH 1.55 4.33
tblVehicleEF MH 0.82 0.00
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.04 0.14
tblVehicleEF MH 1.0280e-003 0.00
tblVehicleEF MH 3.2460e-003 4.0000e-003
tblVehicleEF MH 0.04 0.13
tblVehicleEF MH 9.4600e-004 0.00
tblVehicleEF MH 1.48 0.00
tblVehicleEF MH 0.10 0.00
tblVehicleEF MH 0.50 0.00
tblVehicleEF MH 0.08 0.07
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.33 0.00
tblVehicleEF MH 9.9070e-003 8.8470e-003
tblVehicleEF MH 6.7200e-004 0.00
tblVehicleEF MH 1.48 0.00
tblVehicleEF MH 0.10 0.00
tblVehicleEF MH 0.50 0.00
tblVehicleEF MH 0.11 0.08
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.36 0.00
tblVehicleEF MHD 0.02 2.7360e-003
tblVehicleEF MHD 3.1970e-003 3.0240e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 33 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2172 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 0.05 7.0010e-003
tblVehicleEF MHD 0.35 0.32
tblVehicleEF MHD 0.24 0.31
tblVehicleEF MHD 5.47 0.82
tblVehicleEF MHD 152.51 70.86
tblVehicleEF MHD 1,062.94 946.77
tblVehicleEF MHD 54.61 7.06
tblVehicleEF MHD 0.61 0.56
tblVehicleEF MHD 0.89 1.59
tblVehicleEF MHD 11.52 1.41
tblVehicleEF MHD 9.8000e-004 1.4660e-003
tblVehicleEF MHD 5.7040e-003 0.05
tblVehicleEF MHD 7.4900e-004 8.2000e-005
tblVehicleEF MHD 9.3700e-004 1.4030e-003
tblVehicleEF MHD 5.4540e-003 0.04
tblVehicleEF MHD 6.8900e-004 7.5000e-005
tblVehicleEF MHD 1.6000e-003 4.3900e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.02
tblVehicleEF MHD 8.0100e-004 2.3500e-004
tblVehicleEF MHD 0.03 0.05
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.33 0.04
tblVehicleEF MHD 1.4660e-003 6.7200e-004
tblVehicleEF MHD 0.01 8.9930e-003
tblVehicleEF MHD 6.4200e-004 7.0000e-005
tblVehicleEF MHD 1.6000e-003 4.3900e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 34 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2173 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.04 0.02
tblVehicleEF MHD 8.0100e-004 2.3500e-004
tblVehicleEF MHD 0.03 0.06
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.36 0.04
tblVehicleEF MHD 0.02 2.6030e-003
tblVehicleEF MHD 3.2380e-003 3.0420e-003
tblVehicleEF MHD 0.05 6.7280e-003
tblVehicleEF MHD 0.25 0.27
tblVehicleEF MHD 0.25 0.31
tblVehicleEF MHD 5.23 0.77
tblVehicleEF MHD 161.54 71.77
tblVehicleEF MHD 1,062.94 946.77
tblVehicleEF MHD 54.61 6.98
tblVehicleEF MHD 0.63 0.57
tblVehicleEF MHD 0.83 1.50
tblVehicleEF MHD 11.50 1.41
tblVehicleEF MHD 8.2600e-004 1.2390e-003
tblVehicleEF MHD 5.7040e-003 0.05
tblVehicleEF MHD 7.4900e-004 8.2000e-005
tblVehicleEF MHD 7.9000e-004 1.1850e-003
tblVehicleEF MHD 5.4540e-003 0.04
tblVehicleEF MHD 6.8900e-004 7.5000e-005
tblVehicleEF MHD 3.0890e-003 7.9100e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.02 0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 35 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2174 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 1.5560e-003 4.6400e-004
tblVehicleEF MHD 0.03 0.05
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.32 0.04
tblVehicleEF MHD 1.5510e-003 6.8000e-004
tblVehicleEF MHD 0.01 8.9930e-003
tblVehicleEF MHD 6.3800e-004 6.9000e-005
tblVehicleEF MHD 3.0890e-003 7.9100e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.02
tblVehicleEF MHD 1.5560e-003 4.6400e-004
tblVehicleEF MHD 0.03 0.06
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.35 0.04
tblVehicleEF MHD 0.02 2.9320e-003
tblVehicleEF MHD 3.1690e-003 3.0250e-003
tblVehicleEF MHD 0.05 6.9370e-003
tblVehicleEF MHD 0.48 0.39
tblVehicleEF MHD 0.24 0.31
tblVehicleEF MHD 5.56 0.81
tblVehicleEF MHD 140.03 69.60
tblVehicleEF MHD 1,062.94 946.77
tblVehicleEF MHD 54.61 7.04
tblVehicleEF MHD 0.58 0.56
tblVehicleEF MHD 0.88 1.57
tblVehicleEF MHD 11.53 1.41
tblVehicleEF MHD 1.1920e-003 1.7800e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 36 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2175 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 5.7040e-003 0.05
tblVehicleEF MHD 7.4900e-004 8.2000e-005
tblVehicleEF MHD 1.1400e-003 1.7030e-003
tblVehicleEF MHD 5.4540e-003 0.04
tblVehicleEF MHD 6.8900e-004 7.5000e-005
tblVehicleEF MHD 1.1940e-003 4.6300e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.02
tblVehicleEF MHD 6.2900e-004 2.4800e-004
tblVehicleEF MHD 0.03 0.05
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.34 0.04
tblVehicleEF MHD 1.3480e-003 6.6000e-004
tblVehicleEF MHD 0.01 8.9930e-003
tblVehicleEF MHD 6.4300e-004 7.0000e-005
tblVehicleEF MHD 1.1940e-003 4.6300e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.04 0.02
tblVehicleEF MHD 6.2900e-004 2.4800e-004
tblVehicleEF MHD 0.03 0.06
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.37 0.04
tblVehicleEF OBUS 0.01 8.6190e-003
tblVehicleEF OBUS 6.8270e-003 7.1940e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.27 0.48
tblVehicleEF OBUS 0.46 0.87
CalEEMod Version: CalEEMod.2016.3.2 Page 37 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2176 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF OBUS 5.79 2.73
tblVehicleEF OBUS 74.97 66.93
tblVehicleEF OBUS 1,092.94 1,366.52
tblVehicleEF OBUS 69.71 21.52
tblVehicleEF OBUS 0.31 0.30
tblVehicleEF OBUS 0.97 1.35
tblVehicleEF OBUS 2.13 0.63
tblVehicleEF OBUS 6.8000e-005 5.7600e-004
tblVehicleEF OBUS 5.0070e-003 0.02
tblVehicleEF OBUS 8.4500e-004 2.1400e-004
tblVehicleEF OBUS 6.5000e-005 5.5200e-004
tblVehicleEF OBUS 4.7740e-003 0.02
tblVehicleEF OBUS 7.7700e-004 1.9600e-004
tblVehicleEF OBUS 2.1110e-003 2.6570e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.04 0.05
tblVehicleEF OBUS 9.1000e-004 1.1650e-003
tblVehicleEF OBUS 0.03 0.06
tblVehicleEF OBUS 0.05 0.29
tblVehicleEF OBUS 0.36 0.13
tblVehicleEF OBUS 7.2800e-004 6.3900e-004
tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9900e-004 2.1300e-004
tblVehicleEF OBUS 2.1110e-003 2.6570e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.05 0.06
tblVehicleEF OBUS 9.1000e-004 1.1650e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 38 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2177 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF OBUS 0.04 0.08
tblVehicleEF OBUS 0.05 0.29
tblVehicleEF OBUS 0.39 0.14
tblVehicleEF OBUS 0.01 8.6710e-003
tblVehicleEF OBUS 6.9570e-003 7.3440e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.26 0.47
tblVehicleEF OBUS 0.46 0.88
tblVehicleEF OBUS 5.41 2.54
tblVehicleEF OBUS 78.41 66.84
tblVehicleEF OBUS 1,092.94 1,366.56
tblVehicleEF OBUS 69.71 21.19
tblVehicleEF OBUS 0.32 0.29
tblVehicleEF OBUS 0.91 1.26
tblVehicleEF OBUS 2.10 0.62
tblVehicleEF OBUS 5.7000e-005 4.8900e-004
tblVehicleEF OBUS 5.0070e-003 0.02
tblVehicleEF OBUS 8.4500e-004 2.1400e-004
tblVehicleEF OBUS 5.4000e-005 4.6800e-004
tblVehicleEF OBUS 4.7740e-003 0.02
tblVehicleEF OBUS 7.7700e-004 1.9600e-004
tblVehicleEF OBUS 3.9250e-003 4.6820e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.04 0.05
tblVehicleEF OBUS 1.7420e-003 2.2520e-003
tblVehicleEF OBUS 0.03 0.06
tblVehicleEF OBUS 0.05 0.29
CalEEMod Version: CalEEMod.2016.3.2 Page 39 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2178 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF OBUS 0.34 0.12
tblVehicleEF OBUS 7.6000e-004 6.3800e-004
tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9200e-004 2.1000e-004
tblVehicleEF OBUS 3.9250e-003 4.6820e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.05 0.07
tblVehicleEF OBUS 1.7420e-003 2.2520e-003
tblVehicleEF OBUS 0.04 0.08
tblVehicleEF OBUS 0.05 0.29
tblVehicleEF OBUS 0.38 0.14
tblVehicleEF OBUS 0.01 8.5850e-003
tblVehicleEF OBUS 6.8060e-003 7.2070e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.28 0.49
tblVehicleEF OBUS 0.46 0.87
tblVehicleEF OBUS 5.84 2.72
tblVehicleEF OBUS 70.22 67.05
tblVehicleEF OBUS 1,092.94 1,366.53
tblVehicleEF OBUS 69.71 21.50
tblVehicleEF OBUS 0.29 0.31
tblVehicleEF OBUS 0.97 1.33
tblVehicleEF OBUS 2.13 0.62
tblVehicleEF OBUS 8.2000e-005 6.9700e-004
tblVehicleEF OBUS 5.0070e-003 0.02
tblVehicleEF OBUS 8.4500e-004 2.1400e-004
tblVehicleEF OBUS 7.9000e-005 6.6700e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 40 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2179 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF OBUS 4.7740e-003 0.02
tblVehicleEF OBUS 7.7700e-004 1.9600e-004
tblVehicleEF OBUS 1.8300e-003 2.7860e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.04 0.05
tblVehicleEF OBUS 8.3900e-004 1.2410e-003
tblVehicleEF OBUS 0.03 0.06
tblVehicleEF OBUS 0.05 0.31
tblVehicleEF OBUS 0.36 0.13
tblVehicleEF OBUS 6.8200e-004 6.4000e-004
tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9900e-004 2.1300e-004
tblVehicleEF OBUS 1.8300e-003 2.7860e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.05 0.06
tblVehicleEF OBUS 8.3900e-004 1.2410e-003
tblVehicleEF OBUS 0.04 0.08
tblVehicleEF OBUS 0.05 0.31
tblVehicleEF OBUS 0.40 0.14
tblVehicleEF SBUS 0.82 0.09
tblVehicleEF SBUS 0.01 6.8650e-003
tblVehicleEF SBUS 0.06 8.0490e-003
tblVehicleEF SBUS 7.82 3.40
tblVehicleEF SBUS 0.60 0.57
tblVehicleEF SBUS 6.53 1.09
tblVehicleEF SBUS 1,137.52 372.28
tblVehicleEF SBUS 1,098.11 1,106.71
CalEEMod Version: CalEEMod.2016.3.2 Page 41 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2180 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 54.55 6.95
tblVehicleEF SBUS 9.42 3.42
tblVehicleEF SBUS 4.31 4.61
tblVehicleEF SBUS 12.32 0.72
tblVehicleEF SBUS 9.5680e-003 3.6140e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.7600e-004 4.6000e-005
tblVehicleEF SBUS 9.1540e-003 3.4580e-003
tblVehicleEF SBUS 2.6910e-003 2.6470e-003
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.3700e-004 4.2000e-005
tblVehicleEF SBUS 4.8460e-003 1.4760e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 0.93 0.41
tblVehicleEF SBUS 2.2980e-003 7.3900e-004
tblVehicleEF SBUS 0.10 0.10
tblVehicleEF SBUS 0.02 0.06
tblVehicleEF SBUS 0.36 0.05
tblVehicleEF SBUS 0.01 3.5600e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 6.5900e-004 6.9000e-005
tblVehicleEF SBUS 4.8460e-003 1.4760e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 1.33 0.59
tblVehicleEF SBUS 2.2980e-003 7.3900e-004
tblVehicleEF SBUS 0.12 0.11
CalEEMod Version: CalEEMod.2016.3.2 Page 42 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2181 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 0.02 0.06
tblVehicleEF SBUS 0.39 0.05
tblVehicleEF SBUS 0.82 0.09
tblVehicleEF SBUS 0.01 6.9520e-003
tblVehicleEF SBUS 0.05 6.7100e-003
tblVehicleEF SBUS 7.71 3.36
tblVehicleEF SBUS 0.61 0.58
tblVehicleEF SBUS 4.73 0.78
tblVehicleEF SBUS 1,189.12 382.15
tblVehicleEF SBUS 1,098.11 1,106.72
tblVehicleEF SBUS 54.55 6.44
tblVehicleEF SBUS 9.72 3.51
tblVehicleEF SBUS 4.05 4.33
tblVehicleEF SBUS 12.29 0.71
tblVehicleEF SBUS 8.0660e-003 3.0540e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.7600e-004 4.6000e-005
tblVehicleEF SBUS 7.7170e-003 2.9220e-003
tblVehicleEF SBUS 2.6910e-003 2.6470e-003
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.3700e-004 4.2000e-005
tblVehicleEF SBUS 8.7430e-003 2.5870e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 0.92 0.41
tblVehicleEF SBUS 4.2770e-003 1.3760e-003
tblVehicleEF SBUS 0.10 0.10
CalEEMod Version: CalEEMod.2016.3.2 Page 43 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2182 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 0.01 0.06
tblVehicleEF SBUS 0.30 0.04
tblVehicleEF SBUS 0.01 3.6540e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 6.2900e-004 6.4000e-005
tblVehicleEF SBUS 8.7430e-003 2.5870e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 1.33 0.59
tblVehicleEF SBUS 4.2770e-003 1.3760e-003
tblVehicleEF SBUS 0.12 0.11
tblVehicleEF SBUS 0.01 0.06
tblVehicleEF SBUS 0.33 0.04
tblVehicleEF SBUS 0.82 0.09
tblVehicleEF SBUS 0.01 6.8630e-003
tblVehicleEF SBUS 0.06 8.1930e-003
tblVehicleEF SBUS 7.98 3.46
tblVehicleEF SBUS 0.60 0.57
tblVehicleEF SBUS 6.89 1.11
tblVehicleEF SBUS 1,066.27 358.65
tblVehicleEF SBUS 1,098.11 1,106.71
tblVehicleEF SBUS 54.55 6.99
tblVehicleEF SBUS 9.00 3.31
tblVehicleEF SBUS 4.26 4.54
tblVehicleEF SBUS 12.33 0.72
tblVehicleEF SBUS 0.01 4.3890e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.02 0.03
CalEEMod Version: CalEEMod.2016.3.2 Page 44 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2183 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 4.7600e-004 4.6000e-005
tblVehicleEF SBUS 0.01 4.1990e-003
tblVehicleEF SBUS 2.6910e-003 2.6470e-003
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.3700e-004 4.2000e-005
tblVehicleEF SBUS 4.2260e-003 1.3980e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 0.93 0.41
tblVehicleEF SBUS 2.2070e-003 7.6500e-004
tblVehicleEF SBUS 0.10 0.10
tblVehicleEF SBUS 0.02 0.08
tblVehicleEF SBUS 0.37 0.05
tblVehicleEF SBUS 0.01 3.4320e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 6.6500e-004 6.9000e-005
tblVehicleEF SBUS 4.2260e-003 1.3980e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 1.34 0.59
tblVehicleEF SBUS 2.2070e-003 7.6500e-004
tblVehicleEF SBUS 0.12 0.11
tblVehicleEF SBUS 0.02 0.08
tblVehicleEF SBUS 0.41 0.05
tblVehicleEF UBUS 1.44 3.04
tblVehicleEF UBUS 0.08 0.03
tblVehicleEF UBUS 7.89 23.58
tblVehicleEF UBUS 14.42 1.90
tblVehicleEF UBUS 1,799.80 1,641.14
CalEEMod Version: CalEEMod.2016.3.2 Page 45 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2184 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF UBUS 153.89 23.35
tblVehicleEF UBUS 4.15 0.30
tblVehicleEF UBUS 12.31 0.23
tblVehicleEF UBUS 0.49 0.09
tblVehicleEF UBUS 0.01 0.02
tblVehicleEF UBUS 0.04 2.1620e-003
tblVehicleEF UBUS 1.4590e-003 2.1000e-004
tblVehicleEF UBUS 0.21 0.04
tblVehicleEF UBUS 3.0000e-003 5.0570e-003
tblVehicleEF UBUS 0.04 2.0490e-003
tblVehicleEF UBUS 1.3420e-003 1.9300e-004
tblVehicleEF UBUS 9.4280e-003 2.7000e-003
tblVehicleEF UBUS 0.11 0.02
tblVehicleEF UBUS 4.6810e-003 1.0930e-003
tblVehicleEF UBUS 0.46 0.05
tblVehicleEF UBUS 0.02 0.08
tblVehicleEF UBUS 1.13 0.10
tblVehicleEF UBUS 9.6700e-003 6.3860e-003
tblVehicleEF UBUS 1.8000e-003 2.3100e-004
tblVehicleEF UBUS 9.4280e-003 2.7000e-003
tblVehicleEF UBUS 0.11 0.02
tblVehicleEF UBUS 4.6810e-003 1.0930e-003
tblVehicleEF UBUS 1.94 3.11
tblVehicleEF UBUS 0.02 0.08
tblVehicleEF UBUS 1.23 0.11
tblVehicleEF UBUS 1.44 3.04
tblVehicleEF UBUS 0.08 0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 46 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2185 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF UBUS 7.95 23.58
tblVehicleEF UBUS 12.35 1.62
tblVehicleEF UBUS 1,799.80 1,641.14
tblVehicleEF UBUS 153.89 22.87
tblVehicleEF UBUS 3.87 0.30
tblVehicleEF UBUS 12.22 0.22
tblVehicleEF UBUS 0.49 0.09
tblVehicleEF UBUS 0.01 0.02
tblVehicleEF UBUS 0.04 2.1620e-003
tblVehicleEF UBUS 1.4590e-003 2.1000e-004
tblVehicleEF UBUS 0.21 0.04
tblVehicleEF UBUS 3.0000e-003 5.0570e-003
tblVehicleEF UBUS 0.04 2.0490e-003
tblVehicleEF UBUS 1.3420e-003 1.9300e-004
tblVehicleEF UBUS 0.02 4.7970e-003
tblVehicleEF UBUS 0.13 0.02
tblVehicleEF UBUS 9.3920e-003 2.1760e-003
tblVehicleEF UBUS 0.47 0.05
tblVehicleEF UBUS 0.02 0.07
tblVehicleEF UBUS 1.03 0.09
tblVehicleEF UBUS 9.6710e-003 6.3860e-003
tblVehicleEF UBUS 1.7640e-003 2.2600e-004
tblVehicleEF UBUS 0.02 4.7970e-003
tblVehicleEF UBUS 0.13 0.02
tblVehicleEF UBUS 9.3920e-003 2.1760e-003
tblVehicleEF UBUS 1.95 3.11
tblVehicleEF UBUS 0.02 0.07
CalEEMod Version: CalEEMod.2016.3.2 Page 47 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2186 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF UBUS 1.12 0.10
tblVehicleEF UBUS 1.44 3.04
tblVehicleEF UBUS 0.08 0.03
tblVehicleEF UBUS 7.88 23.58
tblVehicleEF UBUS 14.60 1.89
tblVehicleEF UBUS 1,799.80 1,641.14
tblVehicleEF UBUS 153.89 23.33
tblVehicleEF UBUS 4.12 0.30
tblVehicleEF UBUS 12.31 0.23
tblVehicleEF UBUS 0.49 0.09
tblVehicleEF UBUS 0.01 0.02
tblVehicleEF UBUS 0.04 2.1620e-003
tblVehicleEF UBUS 1.4590e-003 2.1000e-004
tblVehicleEF UBUS 0.21 0.04
tblVehicleEF UBUS 3.0000e-003 5.0570e-003
tblVehicleEF UBUS 0.04 2.0490e-003
tblVehicleEF UBUS 1.3420e-003 1.9300e-004
tblVehicleEF UBUS 8.6090e-003 2.7590e-003
tblVehicleEF UBUS 0.13 0.02
tblVehicleEF UBUS 4.2750e-003 1.1470e-003
tblVehicleEF UBUS 0.46 0.05
tblVehicleEF UBUS 0.03 0.09
tblVehicleEF UBUS 1.13 0.10
tblVehicleEF UBUS 9.6700e-003 6.3860e-003
tblVehicleEF UBUS 1.8030e-003 2.3100e-004
tblVehicleEF UBUS 8.6090e-003 2.7590e-003
tblVehicleEF UBUS 0.13 0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 48 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2187 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF UBUS 4.2750e-003 1.1470e-003
tblVehicleEF UBUS 1.94 3.11
tblVehicleEF UBUS 0.03 0.09
tblVehicleEF UBUS 1.24 0.11
tblVehicleTrips CC_TL 8.40 0.00
tblVehicleTrips CC_TL 8.40 0.00
tblVehicleTrips CC_TL 8.40 0.00
tblVehicleTrips CC_TL 8.40 0.00
tblVehicleTrips CNW_TL 6.90 0.00
tblVehicleTrips CNW_TL 6.90 0.00
tblVehicleTrips CNW_TL 6.90 0.00
tblVehicleTrips CNW_TL 6.90 0.00
tblVehicleTrips CNW_TTP 41.00 0.00
tblVehicleTrips CNW_TTP 41.00 0.00
tblVehicleTrips CW_TL 16.60 0.00
tblVehicleTrips CW_TL 16.60 0.00
tblVehicleTrips CW_TL 16.60 0.00
tblVehicleTrips CW_TL 16.60 0.00
tblVehicleTrips CW_TTP 59.00 0.00
tblVehicleTrips CW_TTP 59.00 0.00
tblVehicleTrips DV_TP 5.00 0.00
tblVehicleTrips DV_TP 5.00 0.00
tblVehicleTrips PB_TP 3.00 0.00
tblVehicleTrips PB_TP 3.00 0.00
tblVehicleTrips PR_TP 92.00 0.00
tblVehicleTrips PR_TP 92.00 0.00
tblVehicleTrips ST_TR 1.68 0.00
CalEEMod Version: CalEEMod.2016.3.2 Page 49 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2188 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

2.0 Emissions Summary
tblVehicleTrips ST_TR 1.68 0.00
tblVehicleTrips SU_TR 1.68 0.00
tblVehicleTrips SU_TR 1.68 0.00
tblVehicleTrips WD_TR 1.68 0.00
tblVehicleTrips WD_TR 1.68 0.00
tblWater IndoorWaterUseRate 27,507,187.50 0.00
tblWater IndoorWaterUseRate 64,181,125.00 0.00
CalEEMod Version: CalEEMod.2016.3.2 Page 50 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2189 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.1487 1.5522 0.9674 2.5700e0030.4518 0.0609 0.5127 0.1381 0.0563 0.1944 0.0000 229.6927 229.6927 0.0502 0.0000 230.9479 2022 1.2143 1.9575 2.0456 6.1800e0030.2885 0.0645 0.3530 0.0778 0.0606 0.1384 0.0000 561.3195 561.3195 0.0631 0.0000 562.8979 Maximum 1.2143 1.9575 2.0456 6.1800e0030.4518 0.0645 0.5127 0.1381 0.0606 0.1944 0.0000 561.3195 561.3195 0.0631 0.0000 562.8979 Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.1487 1.5522 0.9674 2.5700e0030.2122 0.0609 0.2731 0.0636 0.0563 0.1199 0.0000 229.6925 229.6925 0.0502 0.0000 230.9477 2022 1.2143 1.9575 2.0456 6.1800e0030.2885 0.0645 0.3530 0.0778 0.0606 0.1384 0.0000 561.3193 561.3193 0.0631 0.0000 562.8977 Maximum 1.2143 1.9575 2.0456 6.1800e0030.2885 0.0645 0.3530 0.0778 0.0606 0.1384 0.0000 561.3193 561.3193 0.0631 0.0000 562.8977 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 32.36 0.00 27.68 34.53 0.00 22.40 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Page 51 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2190 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 1.6466 9.0000e0059.8300e0030.0000 4.0000e0054.0000e0054.0000e0054.0000e0050.0000 0.0191 0.0191 5.0000e0050.0000 0.0203 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Waste 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Water 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.6466 9.0000e0059.8300e0030.0000 0.0000 4.0000e0054.0000e0050.0000 4.0000e0054.0000e0050.0000 0.0191 0.0191 5.0000e0050.0000 0.0203 Unmitigated Operational
Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 1 10-4-2021 1-3-2022 1.6867 1.6867
2 1-4-2022 4-3-2022 1.0339 1.0339
3 4-4-2022 7-3-2022 2.0829 2.0829
Highest 2.0829 2.0829
CalEEMod Version: CalEEMod.2016.3.2 Page 52 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2191 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.0 Construction Detail
Construction Phase
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Page 53 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2192 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Site Preparation Site Preparation 10/4/2021 10/15/2021 5 10 2 Grading Grading 10/16/2021 11/26/2021 5 30
3 Building Construction Building Construction 11/27/2021 6/24/2022 5 150 4 Paving Paving 5/28/2022 6/24/2022 5 20
5 Architectural Coating Architectural Coating 5/1/2022 6/24/2022 5 40 OffRoad Equipment
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 594,732; Non-Residential Outdoor: 198,244; Striped Parking Area:
22,332 (Architectural Coating ±sqft)
Acres of Grading (Site Preparation Phase): 100
Acres of Grading (Grading Phase): 300
Acres of Paving: 8.55
CalEEMod Version: CalEEMod.2016.3.2 Page 54 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2193 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Site Preparation Crawler Tractors 4 8.00 212 0.43
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 0 8.00 97 0.37 Grading Crawler Tractors 2 8.00 212 0.43
Grading Excavators 2 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Scrapers 2 8.00 367 0.48
Grading Tractors/Loaders/Backhoes 0 8.00 97 0.37
Building Construction Cranes 1 8.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 3 8.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Paving Pavers 2 8.00 130 0.42
Paving Paving Equipment 2 8.00 132 0.36
Paving Rollers 2 8.00 80 0.38
Architectural Coating Air Compressors 1 8.00 78 0.48
Trips and VMT
CalEEMod Version: CalEEMod.2016.3.2 Page 55 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2194 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.1 Mitigation Measures Construction
Water Exposed Area
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Site Preparation 7 18.00 2.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 2.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 323.00 128.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 2.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 65.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Page 56 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2195 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.2 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 2.0000e0059.3000e0041.8000e0040.0000 6.0000e0050.0000 6.0000e0052.0000e0050.0000 2.0000e0050.0000 0.2440 0.2440 2.0000e0050.0000 0.2444 Worker 3.9000e0042.6000e0042.8300e0031.0000e0059.9000e0041.0000e0051.0000e0032.6000e0041.0000e0052.7000e0040.0000 0.8000 0.8000 2.0000e0050.0000 0.8004 Total 4.1000e0041.1900e0033.0100e0031.0000e0051.0500e0031.0000e0051.0600e0032.8000e0041.0000e0052.9000e0040.0000 1.0439 1.0439 4.0000e0050.0000 1.0449 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0559 0.0000 0.0559 0.0216 0.0000 0.0216 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0267 0.3039 0.1093 2.8000e0040.0132 0.0132 0.0122 0.0122 0.0000 25.0542 25.0542 8.1000e0030.0000 25.2567 Total 0.0267 0.3039 0.1093 2.8000e0040.0559 0.0132 0.0691 0.0216 0.0122 0.0338 0.0000 25.0542 25.0542 8.1000e0030.0000 25.2567 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 57 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2196 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.3 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.2494 0.0000 0.2494 0.0668 0.0000 0.0668 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0738 0.8482 0.4684 1.0700e0030.0343 0.0343 0.0316 0.0316 0.0000 94.2470 94.2470 0.0305 0.0000 95.0090 Total 0.0738 0.8482 0.4684 1.0700e0030.2494 0.0343 0.2837 0.0668 0.0316 0.0984 0.0000 94.2470 94.2470 0.0305 0.0000 95.0090 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 58 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2197 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.3 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 7.0000e0052.8000e0035.4000e0041.0000e0051.9000e0041.0000e0051.9000e0045.0000e0051.0000e0056.0000e0050.0000 0.7319 0.7319 6.0000e0050.0000 0.7333 Worker 1.2900e0038.7000e0049.4400e0033.0000e0053.3000e0032.0000e0053.3200e0038.8000e0042.0000e0058.9000e0040.0000 2.6665 2.6665 6.0000e0050.0000 2.6681 Total 1.3600e0033.6700e0039.9800e0034.0000e0053.4900e0033.0000e0053.5100e0039.3000e0043.0000e0059.5000e0040.0000 3.3985 3.3985 1.2000e0040.0000 3.4014 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0973 0.0000 0.0973 0.0261 0.0000 0.0261 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0738 0.8482 0.4684 1.0700e0030.0343 0.0343 0.0316 0.0316 0.0000 94.2469 94.2469 0.0305 0.0000 95.0089 Total 0.0738 0.8482 0.4684 1.0700e0030.0973 0.0343 0.1316 0.0261 0.0316 0.0576 0.0000 94.2469 94.2469 0.0305 0.0000 95.0089 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 59 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2198 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.4 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0253 0.2344 0.2209 3.6000e0040.0128 0.0128 0.0120 0.0120 0.0000 31.0262 31.0262 7.6600e0030.0000 31.2176 Total 0.0253 0.2344 0.2209 3.6000e0040.0128 0.0128 0.0120 0.0120 0.0000 31.0262 31.0262 7.6600e0030.0000 31.2176 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 60 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2199 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.4 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 3.8200e0030.1492 0.0287 4.1000e0040.0101 2.9000e0040.0104 2.9200e0032.7000e0043.1900e0030.0000 39.0357 39.0357 2.9800e0030.0000 39.1102 Worker 0.0173 0.0117 0.1271 4.0000e0040.0444 2.7000e0040.0446 0.0118 2.4000e0040.0120 0.0000 35.8872 35.8872 8.4000e0040.0000 35.9081 Total 0.0211 0.1609 0.1558 8.1000e0040.0545 5.6000e0040.0550 0.0147 5.1000e0040.0152 0.0000 74.9229 74.9229 3.8200e0030.0000 75.0182 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0253 0.2344 0.2209 3.6000e0040.0128 0.0128 0.0120 0.0120 0.0000 31.0262 31.0262 7.6600e0030.0000 31.2176 Total 0.0253 0.2344 0.2209 3.6000e0040.0128 0.0128 0.0120 0.0120 0.0000 31.0262 31.0262 7.6600e0030.0000 31.2176 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 61 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2200 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.4 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1134 1.0479 1.0900 1.8000e0030.0540 0.0540 0.0508 0.0508 0.0000 155.1939 155.1939 0.0381 0.0000 156.1451 Total 0.1134 1.0479 1.0900 1.8000e0030.0540 0.0540 0.0508 0.0508 0.0000 155.1939 155.1939 0.0381 0.0000 156.1451 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 62 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2201 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.4 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0178 0.7028 0.1337 2.0200e0030.0505 1.2000e0030.0517 0.0146 1.1500e0030.0157 0.0000 193.4997 193.4997 0.0141 0.0000 193.8523 Worker 0.0811 0.0525 0.5854 1.9100e0030.2219 1.2900e0030.2232 0.0589 1.1900e0030.0601 0.0000 172.8880 172.8880 3.7600e0030.0000 172.9819 Total 0.0989 0.7552 0.7191 3.9300e0030.2724 2.4900e0030.2749 0.0735 2.3400e0030.0758 0.0000 366.3876 366.3876 0.0179 0.0000 366.8342 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1134 1.0479 1.0900 1.8000e0030.0540 0.0540 0.0508 0.0508 0.0000 155.1937 155.1937 0.0381 0.0000 156.1450 Total 0.1134 1.0479 1.0900 1.8000e0030.0540 0.0540 0.0508 0.0508 0.0000 155.1937 155.1937 0.0381 0.0000 156.1450 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 63 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2202 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.5 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0110 0.1113 0.1458 2.3000e0045.6800e0035.6800e0035.2200e0035.2200e0030.0000 20.0276 20.0276 6.4800e0030.0000 20.1895 Paving 8.9700e0030.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0200 0.1113 0.1458 2.3000e0045.6800e0035.6800e0035.2200e0035.2200e0030.0000 20.0276 20.0276 6.4800e0030.0000 20.1895 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 64 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2203 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.5 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 4.0000e0051.7600e0033.3000e0041.0000e0051.3000e0040.0000 1.3000e0044.0000e0050.0000 4.0000e0050.0000 0.4838 0.4838 4.0000e0050.0000 0.4846 Worker 6.0000e0043.9000e0044.3500e0031.0000e0051.6500e0031.0000e0051.6600e0034.4000e0041.0000e0054.5000e0040.0000 1.2846 1.2846 3.0000e0050.0000 1.2853 Total 6.4000e0042.1500e0034.6800e0032.0000e0051.7800e0031.0000e0051.7900e0034.8000e0041.0000e0054.9000e0040.0000 1.7684 1.7684 7.0000e0050.0000 1.7699 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0110 0.1113 0.1458 2.3000e0045.6800e0035.6800e0035.2200e0035.2200e0030.0000 20.0275 20.0275 6.4800e0030.0000 20.1895 Paving 8.9700e0030.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0200 0.1113 0.1458 2.3000e0045.6800e0035.6800e0035.2200e0035.2200e0030.0000 20.0275 20.0275 6.4800e0030.0000 20.1895 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 65 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2204 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.6 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.2200e0033.3800e0030.0377 1.2000e0040.0143 8.0000e0050.0144 3.7900e0038.0000e0053.8700e0030.0000 11.1333 11.1333 2.4000e0040.0000 11.1394 Total 5.2200e0033.3800e0030.0377 1.2000e0040.0143 8.0000e0050.0144 3.7900e0038.0000e0053.8700e0030.0000 11.1333 11.1333 2.4000e0040.0000 11.1394 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 0.9706 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 5.4500e0030.0376 0.0484 8.0000e0052.1800e0032.1800e0032.1800e0032.1800e0030.0000 6.8087 6.8087 4.4000e0040.0000 6.8198 Total 0.9761 0.0376 0.0484 8.0000e0052.1800e0032.1800e0032.1800e0032.1800e0030.0000 6.8087 6.8087 4.4000e0040.0000 6.8198 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 67 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2206 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile

3.6 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.2200e0033.3800e0030.0377 1.2000e0040.0143 8.0000e0050.0144 3.7900e0038.0000e0053.8700e0030.0000 11.1333 11.1333 2.4000e0040.0000 11.1394 Total 5.2200e0033.3800e0030.0377 1.2000e0040.0143 8.0000e0050.0144 3.7900e0038.0000e0053.8700e0030.0000 11.1333 11.1333 2.4000e0040.0000 11.1394 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 68 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2207 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Other Non-Asphalt Surfaces 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00
Refrigerated Warehouse-No Rail 0.00 0.00 0.00
Unrefrigerated Warehouse-No Rail 0.00 0.00 0.00
Total 0.00 0.00 0.00
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Other Non-Asphalt Surfaces 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0
Refrigerated Warehouse-No
Rail

0.00 0.00 0.00 0.00 0.00 0.00 0 0 0
Unrefrigerated Warehouse-No
Rail

0.00 0.00 0.00 0.00 0.00 0.00 0 0 0

4.4 Fleet Mix
CalEEMod Version: CalEEMod.2016.3.2 Page 69 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2208 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGas
Mitigated

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 NaturalGas
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

5.1 Mitigation Measures Energy
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Other Non-Asphalt Surfaces 0.545527 0.036856 0.186032 0.115338 0.015222 0.004970 0.017525 0.069528 0.001397 0.001160 0.004547 0.000932 0.000965 Parking Lot 0.545527 0.036856 0.186032 0.115338 0.015222 0.004970 0.017525 0.069528 0.001397 0.001160 0.004547 0.000932 0.000965 Refrigerated Warehouse-No Rail 0.545527 0.036856 0.186032 0.115338 0.015222 0.004970 0.017525 0.069528 0.001397 0.001160 0.004547 0.000932 0.000965 Unrefrigerated Warehouse-No
Rail

0.545527 0.036856 0.186032 0.115338 0.015222 0.004970 0.017525 0.069528 0.001397 0.001160 0.004547 0.000932 0.000965 Historical Energy Use: N
CalEEMod Version: CalEEMod.2016.3.2 Page 70 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2209 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Other NonAsphalt Surfaces0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Refrigerated
Warehouse-No
Rail
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unrefrigerated
Warehouse-No
Rail
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 71 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2210 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Other NonAsphalt Surfaces0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Refrigerated
Warehouse-No
Rail
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unrefrigerated
Warehouse-No
Rail
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 72 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2211 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

6.1 Mitigation Measures Area

6.0 Area Detail

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Other NonAsphalt Surfaces0 0.0000 0.0000 0.0000 0.0000 Parking Lot 0 0.0000 0.0000 0.0000 0.0000
Refrigerated
Warehouse-No
Rail
0 0.0000 0.0000 0.0000 0.0000
Unrefrigerated
Warehouse-No
Rail
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 74 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2213 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 1.6466 9.0000e0059.8300e0030.0000 4.0000e0054.0000e0054.0000e0054.0000e0050.0000 0.0191 0.0191 5.0000e0050.0000 0.0203 Unmitigated 1.6466 9.0000e0059.8300e0030.0000 4.0000e0054.0000e0054.0000e0054.0000e0050.0000 0.0191 0.0191 5.0000e0050.0000 0.0203

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating

0.1890 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

1.4568 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 9.1000e0049.0000e0059.8300e0030.0000 4.0000e0054.0000e0054.0000e0054.0000e0050.0000 0.0191 0.0191 5.0000e0050.0000 0.0203 Total 1.6466 9.0000e0059.8300e0030.0000 4.0000e0054.0000e0054.0000e0054.0000e0050.0000 0.0191 0.0191 5.0000e0050.0000 0.0203 Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 75 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2214 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

7.1 Mitigation Measures Water

7.0 Water Detail

0.1890 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

1.4568 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 9.1000e0049.0000e0059.8300e0030.0000 4.0000e0054.0000e0054.0000e0054.0000e0050.0000 0.0191 0.0191 5.0000e0050.0000 0.0203 Total 1.6466 9.0000e0059.8300e0030.0000 4.0000e0054.0000e0054.0000e0054.0000e0050.0000 0.0191 0.0191 5.0000e0050.0000 0.0203 Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 76 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2215 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Other NonAsphalt Surfaces0 / 0 0.0000 0.0000 0.0000 0.0000 Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000
Refrigerated
Warehouse-No
Rail
0 / 0 0.0000 0.0000 0.0000 0.0000
Unrefrigerated
Warehouse-No
Rail
0 / 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 77 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2216 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

8.1 Mitigation Measures Waste

8.0 Waste Detail
CalEEMod Version: CalEEMod.2016.3.2 Page 78 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2217 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000
Category/Year

8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Other NonAsphalt Surfaces0 0.0000 0.0000 0.0000 0.0000 Parking Lot 0 0.0000 0.0000 0.0000 0.0000
Refrigerated
Warehouse-No
Rail
0 0.0000 0.0000 0.0000 0.0000
Unrefrigerated
Warehouse-No
Rail
0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 79 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2218 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type

11.0 Vegetation
Equipment Type Number
CalEEMod Version: CalEEMod.2016.3.2 Page 81 of 81 Date: 11/9/2020 12:26 PM Compass Danbe Centerpointe (Construction - Unmitigated) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2220 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Compass Danbe Centerpointe Greenhouse Gas Analysis
13661-02 GHG Report
This page intentionally left blank
F.1.m
Packet Pg. 2221 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Compass Danbe Centerpointe Greenhouse Gas Analysis
13661-02 GHG Report
APPENDIX 3.2:

CALEEMOD PROJECT ANNUAL OPERATIONS (PASSENGER CARS) EMISSIONS MODEL OUTPUTS F.1.m
Packet Pg. 2222 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe)

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population Refrigerated Warehouse-No Rail 88.57 1000sqft 2.03 88,571.00 0 Unrefrigerated Warehouse-No Rail 206.67 1000sqft 4.75 206,665.00 0 Other Non-Asphalt Surfaces 45.03 1000sqft 1.03 45,032.00 0 Parking Lot 202.77 1000sqft 4.66 202,767.00 0

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10 Wind Speed (m/s) 2.4 Precipitation Freq (Days) 28

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2022
CO2 Intensity
(lb/MWhr)
702.44 CH4 Intensity 0.029
(lb/MWhr)
N2O Intensity 0.006
(lb/MWhr)
Compass Danbe Center (Building 1 Operations - Passenger Cars) Riverside-South Coast County, Annual
CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2223 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Project Characteristics -
Land Use - Total Building 1 Area is 12.47 acres.

Construction Phase - Operations Run Only.

Off-road Equipment - Operations Run Only.

Trips and VMT - Operations Run Only.

Vehicle Trips - Trip Characteristics based on information provided in the Traffic Analysis report prepared by Urban Crossroads, Inc.

Vehicle Emission Factors - EMFAC2017
Vehicle Emission Factors - EMFAC2017
Vehicle Emission Factors - EMFAC2017
Energy Use - The Project will design building shells and building components to meet 2019 Title 24 Standards which expects 30% less energy for nonresidential uses.

Operational Off-Road Equipment - Based on SCAQMD High Cube Warehouse Truck Trip Study White Paper Summary of Busniess Survey Results (2014) Fleet Mix - Passenger Car Fleet Mix estimated based on the CalEEMod default fleet mix and the ratio of the vehicle classes (LDA, LDT1, LDT2, and MDV).

Table Name Column Name Default Value New Value
tblEnergyUse LightingElect 2.37 1.66
tblEnergyUse LightingElect 1.17 0.82
tblEnergyUse T24E 1.06 0.74
tblEnergyUse T24E 0.37 0.26
tblEnergyUse T24NG 3.25 2.28
tblEnergyUse T24NG 2.00 1.40
tblFleetMix HHD 0.07 0.00
tblFleetMix HHD 0.07 0.00
tblFleetMix LDA 0.55 0.62
tblFleetMix LDA 0.55 0.62
tblFleetMix LDT1 0.04 0.04
tblFleetMix LDT1 0.04 0.04
tblFleetMix LDT2 0.19 0.21
CalEEMod Version: CalEEMod.2016.3.2 Page 2 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2224 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblFleetMix LDT2 0.19 0.21
tblFleetMix LHD1 0.02 0.00
tblFleetMix LHD1 0.02 0.00
tblFleetMix LHD2 4.9700e-003 0.00
tblFleetMix LHD2 4.9700e-003 0.00
tblFleetMix MCY 4.5470e-003 0.00
tblFleetMix MCY 4.5470e-003 0.00
tblFleetMix MDV 0.12 0.13
tblFleetMix MDV 0.12 0.13
tblFleetMix MH 9.6500e-004 0.00
tblFleetMix MH 9.6500e-004 0.00
tblFleetMix MHD 0.02 0.00
tblFleetMix MHD 0.02 0.00
tblFleetMix OBUS 1.3970e-003 0.00
tblFleetMix OBUS 1.3970e-003 0.00
tblFleetMix SBUS 9.3200e-004 0.00
tblFleetMix SBUS 9.3200e-004 0.00
tblFleetMix UBUS 1.1600e-003 0.00
tblFleetMix UBUS 1.1600e-003 0.00
tblLandUse LotAcreage 4.74 4.75
tblLandUse LotAcreage 4.65 4.66
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 3.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 2.00 0.00 tblOperationalOffRoadEquipment OperDaysPerYear 260.00 365.00 tblOperationalOffRoadEquipment OperFuelType Diesel CNG
tblOperationalOffRoadEquipment OperHorsePower 97.00 200.00 CalEEMod Version: CalEEMod.2016.3.2 Page 3 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2225 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblOperationalOffRoadEquipment OperHoursPerDay 8.00 4.00 tblOperationalOffRoadEquipment OperOffRoadEquipmentNumber 0.00 1.00 tblVehicleEF HHD 1.36 0.02
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 0.09 0.00
tblVehicleEF HHD 3.11 6.00
tblVehicleEF HHD 0.45 0.30
tblVehicleEF HHD 1.41 4.6550e-003
tblVehicleEF HHD 6,423.61 1,112.99
tblVehicleEF HHD 1,444.51 1,341.20
tblVehicleEF HHD 4.59 0.04
tblVehicleEF HHD 24.87 5.85
tblVehicleEF HHD 2.31 2.81
tblVehicleEF HHD 20.31 2.22
tblVehicleEF HHD 0.01 3.0310e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.04 0.04
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.7000e-005 1.0000e-006
tblVehicleEF HHD 0.01 2.9000e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.8650e-003 8.8080e-003
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.4000e-005 0.00
tblVehicleEF HHD 7.3000e-005 3.0000e-006
tblVehicleEF HHD 2.3460e-003 1.1000e-004
tblVehicleEF HHD 0.80 0.44
CalEEMod Version: CalEEMod.2016.3.2 Page 4 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2226 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 4.3000e-005 2.0000e-006
tblVehicleEF HHD 0.06 0.05
tblVehicleEF HHD 1.5800e-004 5.0300e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 0.06 0.01
tblVehicleEF HHD 0.01 0.01
tblVehicleEF HHD 6.9000e-005 0.00
tblVehicleEF HHD 7.3000e-005 3.0000e-006
tblVehicleEF HHD 2.3460e-003 1.1000e-004
tblVehicleEF HHD 0.92 0.50
tblVehicleEF HHD 4.3000e-005 2.0000e-006
tblVehicleEF HHD 0.10 0.08
tblVehicleEF HHD 1.5800e-004 5.0300e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 1.28 0.02
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 0.09 0.00
tblVehicleEF HHD 2.26 5.87
tblVehicleEF HHD 0.45 0.30
tblVehicleEF HHD 1.34 4.3930e-003
tblVehicleEF HHD 6,805.04 1,108.39
tblVehicleEF HHD 1,444.51 1,341.20
tblVehicleEF HHD 4.59 0.04
tblVehicleEF HHD 25.67 5.66
tblVehicleEF HHD 2.18 2.65
tblVehicleEF HHD 20.31 2.22
tblVehicleEF HHD 9.3550e-003 2.6730e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 5 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2227 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.04 0.04
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.7000e-005 1.0000e-006
tblVehicleEF HHD 8.9510e-003 2.5580e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.8650e-003 8.8080e-003
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.4000e-005 0.00
tblVehicleEF HHD 1.3900e-004 6.0000e-006
tblVehicleEF HHD 2.6650e-003 1.2100e-004
tblVehicleEF HHD 0.75 0.46
tblVehicleEF HHD 8.2000e-005 4.0000e-006
tblVehicleEF HHD 0.06 0.05
tblVehicleEF HHD 1.6100e-004 5.1000e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 0.06 0.01
tblVehicleEF HHD 0.01 0.01
tblVehicleEF HHD 6.8000e-005 0.00
tblVehicleEF HHD 1.3900e-004 6.0000e-006
tblVehicleEF HHD 2.6650e-003 1.2100e-004
tblVehicleEF HHD 0.87 0.52
tblVehicleEF HHD 8.2000e-005 4.0000e-006
tblVehicleEF HHD 0.10 0.08
tblVehicleEF HHD 1.6100e-004 5.1000e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 1.46 0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 6 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2228 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 0.03 2.2560e-003
tblVehicleEF HHD 0.09 0.00
tblVehicleEF HHD 4.28 6.14
tblVehicleEF HHD 0.44 0.23
tblVehicleEF HHD 1.42 4.6050e-003
tblVehicleEF HHD 5,896.87 1,113.28
tblVehicleEF HHD 1,444.51 1,323.58
tblVehicleEF HHD 4.59 0.04
tblVehicleEF HHD 23.77 6.08
tblVehicleEF HHD 2.30 2.76
tblVehicleEF HHD 20.31 2.22
tblVehicleEF HHD 0.01 3.4600e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.04 0.04
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.7000e-005 1.0000e-006
tblVehicleEF HHD 0.01 3.3110e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.8650e-003 8.7590e-003
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.4000e-005 0.00
tblVehicleEF HHD 5.5000e-005 3.0000e-006
tblVehicleEF HHD 2.4470e-003 1.2300e-004
tblVehicleEF HHD 0.86 0.41
tblVehicleEF HHD 3.6000e-005 2.0000e-006
tblVehicleEF HHD 0.06 0.05
tblVehicleEF HHD 1.6900e-004 5.3500e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 7 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2229 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 0.06 0.01
tblVehicleEF HHD 0.01 0.01
tblVehicleEF HHD 6.9000e-005 0.00
tblVehicleEF HHD 5.5000e-005 3.0000e-006
tblVehicleEF HHD 2.4470e-003 1.2300e-004
tblVehicleEF HHD 0.99 0.47
tblVehicleEF HHD 3.6000e-005 2.0000e-006
tblVehicleEF HHD 0.10 0.05
tblVehicleEF HHD 1.6900e-004 5.3500e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF LDA 3.6620e-003 2.1320e-003
tblVehicleEF LDA 4.7760e-003 0.05
tblVehicleEF LDA 0.54 0.60
tblVehicleEF LDA 1.05 2.09
tblVehicleEF LDA 245.52 258.04
tblVehicleEF LDA 56.65 53.55
tblVehicleEF LDA 0.05 0.03
tblVehicleEF LDA 0.07 0.18
tblVehicleEF LDA 1.5830e-003 1.3710e-003
tblVehicleEF LDA 2.2500e-003 1.8340e-003
tblVehicleEF LDA 1.4580e-003 1.2630e-003
tblVehicleEF LDA 2.0690e-003 1.6860e-003
tblVehicleEF LDA 0.05 0.05
tblVehicleEF LDA 0.10 0.09
tblVehicleEF LDA 0.04 0.04
tblVehicleEF LDA 9.2080e-003 8.0170e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 8 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2230 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDA 0.04 0.20
tblVehicleEF LDA 0.06 0.21
tblVehicleEF LDA 2.4580e-003 2.5360e-003
tblVehicleEF LDA 5.8400e-004 5.2600e-004
tblVehicleEF LDA 0.05 0.05
tblVehicleEF LDA 0.10 0.09
tblVehicleEF LDA 0.04 0.04
tblVehicleEF LDA 0.01 0.01
tblVehicleEF LDA 0.04 0.20
tblVehicleEF LDA 0.07 0.23
tblVehicleEF LDA 4.1530e-003 2.4040e-003
tblVehicleEF LDA 4.1450e-003 0.04
tblVehicleEF LDA 0.66 0.72
tblVehicleEF LDA 0.93 1.75
tblVehicleEF LDA 267.36 278.99
tblVehicleEF LDA 56.65 52.91
tblVehicleEF LDA 0.04 0.03
tblVehicleEF LDA 0.06 0.16
tblVehicleEF LDA 1.5830e-003 1.3710e-003
tblVehicleEF LDA 2.2500e-003 1.8340e-003
tblVehicleEF LDA 1.4580e-003 1.2630e-003
tblVehicleEF LDA 2.0690e-003 1.6860e-003
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.11 0.10
tblVehicleEF LDA 0.07 0.08
tblVehicleEF LDA 0.01 8.9450e-003
tblVehicleEF LDA 0.04 0.20
CalEEMod Version: CalEEMod.2016.3.2 Page 9 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2231 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDA 0.06 0.18
tblVehicleEF LDA 2.6780e-003 2.7420e-003
tblVehicleEF LDA 5.8200e-004 5.2000e-004
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.11 0.10
tblVehicleEF LDA 0.07 0.08
tblVehicleEF LDA 0.02 0.01
tblVehicleEF LDA 0.04 0.20
tblVehicleEF LDA 0.06 0.20
tblVehicleEF LDA 3.5320e-003 2.0960e-003
tblVehicleEF LDA 4.9050e-003 0.05
tblVehicleEF LDA 0.51 0.58
tblVehicleEF LDA 1.08 2.07
tblVehicleEF LDA 239.46 254.50
tblVehicleEF LDA 56.65 53.52
tblVehicleEF LDA 0.04 0.03
tblVehicleEF LDA 0.07 0.17
tblVehicleEF LDA 1.5830e-003 1.3710e-003
tblVehicleEF LDA 2.2500e-003 1.8340e-003
tblVehicleEF LDA 1.4580e-003 1.2630e-003
tblVehicleEF LDA 2.0690e-003 1.6860e-003
tblVehicleEF LDA 0.04 0.05
tblVehicleEF LDA 0.10 0.10
tblVehicleEF LDA 0.03 0.04
tblVehicleEF LDA 8.8850e-003 7.8720e-003
tblVehicleEF LDA 0.04 0.23
tblVehicleEF LDA 0.07 0.21
CalEEMod Version: CalEEMod.2016.3.2 Page 10 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2232 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDA 2.3970e-003 2.5010e-003
tblVehicleEF LDA 5.8500e-004 5.2600e-004
tblVehicleEF LDA 0.04 0.05
tblVehicleEF LDA 0.10 0.10
tblVehicleEF LDA 0.03 0.04
tblVehicleEF LDA 0.01 0.01
tblVehicleEF LDA 0.04 0.23
tblVehicleEF LDA 0.07 0.23
tblVehicleEF LDT1 0.01 6.6590e-003
tblVehicleEF LDT1 0.02 0.08
tblVehicleEF LDT1 1.32 1.37
tblVehicleEF LDT1 3.05 2.37
tblVehicleEF LDT1 305.87 306.08
tblVehicleEF LDT1 70.39 65.28
tblVehicleEF LDT1 0.13 0.12
tblVehicleEF LDT1 0.19 0.29
tblVehicleEF LDT1 2.3960e-003 2.0660e-003
tblVehicleEF LDT1 3.5150e-003 2.7560e-003
tblVehicleEF LDT1 2.2060e-003 1.9010e-003
tblVehicleEF LDT1 3.2320e-003 2.5340e-003
tblVehicleEF LDT1 0.20 0.18
tblVehicleEF LDT1 0.32 0.25
tblVehicleEF LDT1 0.13 0.12
tblVehicleEF LDT1 0.03 0.03
tblVehicleEF LDT1 0.19 0.80
tblVehicleEF LDT1 0.21 0.41
tblVehicleEF LDT1 3.0750e-003 3.0090e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 11 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2233 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT1 7.5800e-004 6.4200e-004
tblVehicleEF LDT1 0.20 0.18
tblVehicleEF LDT1 0.32 0.25
tblVehicleEF LDT1 0.13 0.12
tblVehicleEF LDT1 0.04 0.04
tblVehicleEF LDT1 0.19 0.80
tblVehicleEF LDT1 0.23 0.45
tblVehicleEF LDT1 0.01 7.4260e-003
tblVehicleEF LDT1 0.01 0.07
tblVehicleEF LDT1 1.59 1.62
tblVehicleEF LDT1 2.68 1.98
tblVehicleEF LDT1 332.27 327.89
tblVehicleEF LDT1 70.39 64.46
tblVehicleEF LDT1 0.12 0.11
tblVehicleEF LDT1 0.18 0.27
tblVehicleEF LDT1 2.3960e-003 2.0660e-003
tblVehicleEF LDT1 3.5150e-003 2.7560e-003
tblVehicleEF LDT1 2.2060e-003 1.9010e-003
tblVehicleEF LDT1 3.2320e-003 2.5340e-003
tblVehicleEF LDT1 0.38 0.33
tblVehicleEF LDT1 0.40 0.29
tblVehicleEF LDT1 0.25 0.23
tblVehicleEF LDT1 0.03 0.03
tblVehicleEF LDT1 0.19 0.78
tblVehicleEF LDT1 0.18 0.35
tblVehicleEF LDT1 3.3430e-003 3.2240e-003
tblVehicleEF LDT1 7.5100e-004 6.3400e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 12 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2234 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT1 0.38 0.33
tblVehicleEF LDT1 0.40 0.29
tblVehicleEF LDT1 0.25 0.23
tblVehicleEF LDT1 0.04 0.05
tblVehicleEF LDT1 0.19 0.78
tblVehicleEF LDT1 0.20 0.38
tblVehicleEF LDT1 0.01 6.5510e-003
tblVehicleEF LDT1 0.02 0.08
tblVehicleEF LDT1 1.24 1.33
tblVehicleEF LDT1 3.11 2.35
tblVehicleEF LDT1 298.00 302.40
tblVehicleEF LDT1 70.39 65.25
tblVehicleEF LDT1 0.12 0.12
tblVehicleEF LDT1 0.19 0.28
tblVehicleEF LDT1 2.3960e-003 2.0660e-003
tblVehicleEF LDT1 3.5150e-003 2.7560e-003
tblVehicleEF LDT1 2.2060e-003 1.9010e-003
tblVehicleEF LDT1 3.2320e-003 2.5340e-003
tblVehicleEF LDT1 0.17 0.18
tblVehicleEF LDT1 0.36 0.28
tblVehicleEF LDT1 0.11 0.12
tblVehicleEF LDT1 0.03 0.03
tblVehicleEF LDT1 0.22 0.93
tblVehicleEF LDT1 0.22 0.41
tblVehicleEF LDT1 2.9950e-003 2.9730e-003
tblVehicleEF LDT1 7.5900e-004 6.4200e-004
tblVehicleEF LDT1 0.17 0.18
CalEEMod Version: CalEEMod.2016.3.2 Page 13 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2235 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT1 0.36 0.28
tblVehicleEF LDT1 0.11 0.12
tblVehicleEF LDT1 0.04 0.04
tblVehicleEF LDT1 0.22 0.93
tblVehicleEF LDT1 0.24 0.45
tblVehicleEF LDT2 5.1640e-003 3.5680e-003
tblVehicleEF LDT2 6.4600e-003 0.07
tblVehicleEF LDT2 0.71 0.85
tblVehicleEF LDT2 1.39 2.68
tblVehicleEF LDT2 342.68 324.29
tblVehicleEF LDT2 78.65 69.43
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 0.11 0.28
tblVehicleEF LDT2 1.6000e-003 1.4090e-003
tblVehicleEF LDT2 2.3460e-003 1.8660e-003
tblVehicleEF LDT2 1.4710e-003 1.2970e-003
tblVehicleEF LDT2 2.1570e-003 1.7160e-003
tblVehicleEF LDT2 0.07 0.09
tblVehicleEF LDT2 0.11 0.13
tblVehicleEF LDT2 0.05 0.07
tblVehicleEF LDT2 0.01 0.01
tblVehicleEF LDT2 0.06 0.41
tblVehicleEF LDT2 0.09 0.31
tblVehicleEF LDT2 3.4320e-003 3.1880e-003
tblVehicleEF LDT2 8.1000e-004 6.8300e-004
tblVehicleEF LDT2 0.07 0.09
tblVehicleEF LDT2 0.11 0.13
CalEEMod Version: CalEEMod.2016.3.2 Page 14 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2236 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT2 0.05 0.07
tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.06 0.41
tblVehicleEF LDT2 0.10 0.34
tblVehicleEF LDT2 5.8560e-003 4.0040e-003
tblVehicleEF LDT2 5.6090e-003 0.06
tblVehicleEF LDT2 0.87 1.02
tblVehicleEF LDT2 1.23 2.24
tblVehicleEF LDT2 372.88 345.21
tblVehicleEF LDT2 78.65 68.58
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 0.11 0.26
tblVehicleEF LDT2 1.6000e-003 1.4090e-003
tblVehicleEF LDT2 2.3460e-003 1.8660e-003
tblVehicleEF LDT2 1.4710e-003 1.2970e-003
tblVehicleEF LDT2 2.1570e-003 1.7160e-003
tblVehicleEF LDT2 0.13 0.16
tblVehicleEF LDT2 0.13 0.14
tblVehicleEF LDT2 0.10 0.14
tblVehicleEF LDT2 0.01 0.02
tblVehicleEF LDT2 0.06 0.40
tblVehicleEF LDT2 0.08 0.27
tblVehicleEF LDT2 3.7360e-003 3.3930e-003
tblVehicleEF LDT2 8.0700e-004 6.7400e-004
tblVehicleEF LDT2 0.13 0.16
tblVehicleEF LDT2 0.13 0.14
tblVehicleEF LDT2 0.10 0.14
CalEEMod Version: CalEEMod.2016.3.2 Page 15 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2237 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.06 0.40
tblVehicleEF LDT2 0.08 0.29
tblVehicleEF LDT2 4.9650e-003 3.5090e-003
tblVehicleEF LDT2 6.6500e-003 0.07
tblVehicleEF LDT2 0.67 0.82
tblVehicleEF LDT2 1.42 2.66
tblVehicleEF LDT2 333.62 320.76
tblVehicleEF LDT2 78.65 69.40
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 0.11 0.28
tblVehicleEF LDT2 1.6000e-003 1.4090e-003
tblVehicleEF LDT2 2.3460e-003 1.8660e-003
tblVehicleEF LDT2 1.4710e-003 1.2970e-003
tblVehicleEF LDT2 2.1570e-003 1.7160e-003
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.12 0.14
tblVehicleEF LDT2 0.04 0.07
tblVehicleEF LDT2 0.01 0.01
tblVehicleEF LDT2 0.07 0.47
tblVehicleEF LDT2 0.09 0.31
tblVehicleEF LDT2 3.3410e-003 3.1530e-003
tblVehicleEF LDT2 8.1000e-004 6.8200e-004
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.12 0.14
tblVehicleEF LDT2 0.04 0.07
tblVehicleEF LDT2 0.02 0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 16 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2238 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT2 0.07 0.47
tblVehicleEF LDT2 0.10 0.34
tblVehicleEF LHD1 5.1810e-003 4.6570e-003
tblVehicleEF LHD1 9.5070e-003 4.8740e-003
tblVehicleEF LHD1 0.02 0.01
tblVehicleEF LHD1 0.14 0.17
tblVehicleEF LHD1 0.88 0.66
tblVehicleEF LHD1 2.26 0.92
tblVehicleEF LHD1 9.26 9.43
tblVehicleEF LHD1 602.20 628.02
tblVehicleEF LHD1 29.86 10.15
tblVehicleEF LHD1 0.09 0.08
tblVehicleEF LHD1 2.06 1.53
tblVehicleEF LHD1 0.96 0.29
tblVehicleEF LHD1 9.7000e-004 1.0050e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 8.2900e-004 2.1900e-004
tblVehicleEF LHD1 9.2800e-004 9.6200e-004
tblVehicleEF LHD1 2.5490e-003 2.5150e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 7.6200e-004 2.0100e-004
tblVehicleEF LHD1 3.7780e-003 2.5170e-003
tblVehicleEF LHD1 0.10 0.07
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 1.8760e-003 1.3130e-003
tblVehicleEF LHD1 0.07 0.06
CalEEMod Version: CalEEMod.2016.3.2 Page 17 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2239 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 0.31 0.46
tblVehicleEF LHD1 0.24 0.07
tblVehicleEF LHD1 9.2000e-005 9.1000e-005
tblVehicleEF LHD1 5.9030e-003 6.1050e-003
tblVehicleEF LHD1 3.4200e-004 1.0000e-004
tblVehicleEF LHD1 3.7780e-003 2.5170e-003
tblVehicleEF LHD1 0.10 0.07
tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 1.8760e-003 1.3130e-003
tblVehicleEF LHD1 0.09 0.07
tblVehicleEF LHD1 0.31 0.46
tblVehicleEF LHD1 0.27 0.08
tblVehicleEF LHD1 5.1810e-003 4.6710e-003
tblVehicleEF LHD1 9.6980e-003 4.9550e-003
tblVehicleEF LHD1 0.02 0.01
tblVehicleEF LHD1 0.14 0.17
tblVehicleEF LHD1 0.89 0.67
tblVehicleEF LHD1 2.15 0.87
tblVehicleEF LHD1 9.26 9.43
tblVehicleEF LHD1 602.20 628.04
tblVehicleEF LHD1 29.86 10.07
tblVehicleEF LHD1 0.09 0.08
tblVehicleEF LHD1 1.94 1.44
tblVehicleEF LHD1 0.93 0.28
tblVehicleEF LHD1 9.7000e-004 1.0050e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 0.01 0.01
CalEEMod Version: CalEEMod.2016.3.2 Page 18 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2240 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 8.2900e-004 2.1900e-004
tblVehicleEF LHD1 9.2800e-004 9.6200e-004
tblVehicleEF LHD1 2.5490e-003 2.5150e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 7.6200e-004 2.0100e-004
tblVehicleEF LHD1 7.0590e-003 4.4750e-003
tblVehicleEF LHD1 0.12 0.08
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 3.5660e-003 2.5190e-003
tblVehicleEF LHD1 0.07 0.06
tblVehicleEF LHD1 0.32 0.46
tblVehicleEF LHD1 0.23 0.07
tblVehicleEF LHD1 9.2000e-005 9.1000e-005
tblVehicleEF LHD1 5.9030e-003 6.1050e-003
tblVehicleEF LHD1 3.4000e-004 1.0000e-004
tblVehicleEF LHD1 7.0590e-003 4.4750e-003
tblVehicleEF LHD1 0.12 0.08
tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 3.5660e-003 2.5190e-003
tblVehicleEF LHD1 0.09 0.07
tblVehicleEF LHD1 0.32 0.46
tblVehicleEF LHD1 0.25 0.08
tblVehicleEF LHD1 5.1810e-003 4.6600e-003
tblVehicleEF LHD1 9.4900e-003 4.8830e-003
tblVehicleEF LHD1 0.02 0.01
tblVehicleEF LHD1 0.14 0.17
tblVehicleEF LHD1 0.88 0.66
CalEEMod Version: CalEEMod.2016.3.2 Page 19 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2241 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 2.26 0.91
tblVehicleEF LHD1 9.26 9.43
tblVehicleEF LHD1 602.20 628.03
tblVehicleEF LHD1 29.86 10.14
tblVehicleEF LHD1 0.09 0.08
tblVehicleEF LHD1 2.04 1.51
tblVehicleEF LHD1 0.95 0.29
tblVehicleEF LHD1 9.7000e-004 1.0050e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 8.2900e-004 2.1900e-004
tblVehicleEF LHD1 9.2800e-004 9.6200e-004
tblVehicleEF LHD1 2.5490e-003 2.5150e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 7.6200e-004 2.0100e-004
tblVehicleEF LHD1 3.3490e-003 2.6470e-003
tblVehicleEF LHD1 0.11 0.08
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 1.7110e-003 1.3780e-003
tblVehicleEF LHD1 0.07 0.06
tblVehicleEF LHD1 0.34 0.49
tblVehicleEF LHD1 0.24 0.07
tblVehicleEF LHD1 9.2000e-005 9.1000e-005
tblVehicleEF LHD1 5.9020e-003 6.1050e-003
tblVehicleEF LHD1 3.4200e-004 1.0000e-004
tblVehicleEF LHD1 3.3490e-003 2.6470e-003
tblVehicleEF LHD1 0.11 0.08
CalEEMod Version: CalEEMod.2016.3.2 Page 20 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2242 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 1.7110e-003 1.3780e-003
tblVehicleEF LHD1 0.09 0.07
tblVehicleEF LHD1 0.34 0.49
tblVehicleEF LHD1 0.27 0.08
tblVehicleEF LHD2 3.4600e-003 2.8390e-003
tblVehicleEF LHD2 4.0020e-003 3.5160e-003
tblVehicleEF LHD2 7.4040e-003 7.6560e-003
tblVehicleEF LHD2 0.12 0.13
tblVehicleEF LHD2 0.45 0.48
tblVehicleEF LHD2 1.08 0.49
tblVehicleEF LHD2 14.41 15.04
tblVehicleEF LHD2 598.41 622.37
tblVehicleEF LHD2 23.24 6.52
tblVehicleEF LHD2 0.11 0.13
tblVehicleEF LHD2 1.50 1.67
tblVehicleEF LHD2 0.50 0.17
tblVehicleEF LHD2 1.3120e-003 1.5070e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.7000e-004 1.0100e-004
tblVehicleEF LHD2 1.2550e-003 1.4420e-003
tblVehicleEF LHD2 2.7000e-003 2.7370e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.4000e-004 9.3000e-005
tblVehicleEF LHD2 1.4050e-003 1.1710e-003
tblVehicleEF LHD2 0.04 0.04
CalEEMod Version: CalEEMod.2016.3.2 Page 21 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2243 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 0.01 0.02
tblVehicleEF LHD2 7.4200e-004 6.3000e-004
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.10 0.04
tblVehicleEF LHD2 1.4000e-004 1.4300e-004
tblVehicleEF LHD2 5.8170e-003 5.9880e-003
tblVehicleEF LHD2 2.5200e-004 6.5000e-005
tblVehicleEF LHD2 1.4050e-003 1.1710e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 7.4200e-004 6.3000e-004
tblVehicleEF LHD2 0.06 0.07
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.11 0.04
tblVehicleEF LHD2 3.4600e-003 2.8460e-003
tblVehicleEF LHD2 4.0450e-003 3.5410e-003
tblVehicleEF LHD2 7.1500e-003 7.3630e-003
tblVehicleEF LHD2 0.12 0.13
tblVehicleEF LHD2 0.45 0.48
tblVehicleEF LHD2 1.04 0.47
tblVehicleEF LHD2 14.41 15.04
tblVehicleEF LHD2 598.41 622.37
tblVehicleEF LHD2 23.24 6.47
tblVehicleEF LHD2 0.11 0.13
tblVehicleEF LHD2 1.41 1.58
tblVehicleEF LHD2 0.48 0.16
CalEEMod Version: CalEEMod.2016.3.2 Page 22 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2244 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 1.3120e-003 1.5070e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.7000e-004 1.0100e-004
tblVehicleEF LHD2 1.2550e-003 1.4420e-003
tblVehicleEF LHD2 2.7000e-003 2.7370e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.4000e-004 9.3000e-005
tblVehicleEF LHD2 2.6530e-003 2.0860e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.01 0.02
tblVehicleEF LHD2 1.3950e-003 1.2080e-003
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.10 0.04
tblVehicleEF LHD2 1.4000e-004 1.4300e-004
tblVehicleEF LHD2 5.8170e-003 5.9880e-003
tblVehicleEF LHD2 2.5100e-004 6.4000e-005
tblVehicleEF LHD2 2.6530e-003 2.0860e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 1.3950e-003 1.2080e-003
tblVehicleEF LHD2 0.06 0.07
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.11 0.04
tblVehicleEF LHD2 3.4600e-003 2.8400e-003
tblVehicleEF LHD2 3.9920e-003 3.5200e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 23 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2245 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 7.4470e-003 7.6030e-003
tblVehicleEF LHD2 0.12 0.13
tblVehicleEF LHD2 0.45 0.48
tblVehicleEF LHD2 1.09 0.49
tblVehicleEF LHD2 14.41 15.04
tblVehicleEF LHD2 598.41 622.37
tblVehicleEF LHD2 23.24 6.51
tblVehicleEF LHD2 0.11 0.13
tblVehicleEF LHD2 1.48 1.65
tblVehicleEF LHD2 0.50 0.16
tblVehicleEF LHD2 1.3120e-003 1.5070e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.7000e-004 1.0100e-004
tblVehicleEF LHD2 1.2550e-003 1.4420e-003
tblVehicleEF LHD2 2.7000e-003 2.7370e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.4000e-004 9.3000e-005
tblVehicleEF LHD2 1.1040e-003 1.2010e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.01 0.02
tblVehicleEF LHD2 6.2900e-004 6.5400e-004
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.08 0.22
tblVehicleEF LHD2 0.10 0.04
tblVehicleEF LHD2 1.4000e-004 1.4300e-004
tblVehicleEF LHD2 5.8170e-003 5.9880e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 24 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2246 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 2.5200e-004 6.4000e-005
tblVehicleEF LHD2 1.1040e-003 1.2010e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 6.2900e-004 6.5400e-004
tblVehicleEF LHD2 0.06 0.07
tblVehicleEF LHD2 0.08 0.22
tblVehicleEF LHD2 0.11 0.04
tblVehicleEF MCY 0.42 0.31
tblVehicleEF MCY 0.15 0.24
tblVehicleEF MCY 19.14 19.16
tblVehicleEF MCY 9.69 8.62
tblVehicleEF MCY 166.26 207.70
tblVehicleEF MCY 45.80 60.67
tblVehicleEF MCY 1.12 1.13
tblVehicleEF MCY 0.31 0.26
tblVehicleEF MCY 1.8240e-003 1.7610e-003
tblVehicleEF MCY 3.3680e-003 2.8430e-003
tblVehicleEF MCY 1.7050e-003 1.6470e-003
tblVehicleEF MCY 3.1720e-003 2.6760e-003
tblVehicleEF MCY 1.69 1.43
tblVehicleEF MCY 0.85 0.79
tblVehicleEF MCY 0.92 0.76
tblVehicleEF MCY 2.13 2.13
tblVehicleEF MCY 0.56 1.82
tblVehicleEF MCY 2.06 1.84
tblVehicleEF MCY 2.0370e-003 2.0550e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 25 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2247 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MCY 6.7700e-004 6.0000e-004
tblVehicleEF MCY 1.69 1.43
tblVehicleEF MCY 0.85 0.79
tblVehicleEF MCY 0.92 0.76
tblVehicleEF MCY 2.63 2.63
tblVehicleEF MCY 0.56 1.82
tblVehicleEF MCY 2.24 2.00
tblVehicleEF MCY 0.42 0.31
tblVehicleEF MCY 0.14 0.21
tblVehicleEF MCY 19.85 19.13
tblVehicleEF MCY 9.10 7.90
tblVehicleEF MCY 166.26 207.50
tblVehicleEF MCY 45.80 58.76
tblVehicleEF MCY 0.98 0.98
tblVehicleEF MCY 0.29 0.25
tblVehicleEF MCY 1.8240e-003 1.7610e-003
tblVehicleEF MCY 3.3680e-003 2.8430e-003
tblVehicleEF MCY 1.7050e-003 1.6470e-003
tblVehicleEF MCY 3.1720e-003 2.6760e-003
tblVehicleEF MCY 3.36 2.74
tblVehicleEF MCY 1.24 1.09
tblVehicleEF MCY 2.10 1.72
tblVehicleEF MCY 2.11 2.09
tblVehicleEF MCY 0.56 1.79
tblVehicleEF MCY 1.85 1.61
tblVehicleEF MCY 2.0480e-003 2.0530e-003
tblVehicleEF MCY 6.6100e-004 5.8100e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 26 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2248 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MCY 3.36 2.74
tblVehicleEF MCY 1.24 1.09
tblVehicleEF MCY 2.10 1.72
tblVehicleEF MCY 2.61 2.57
tblVehicleEF MCY 0.56 1.79
tblVehicleEF MCY 2.01 1.76
tblVehicleEF MCY 0.42 0.31
tblVehicleEF MCY 0.15 0.24
tblVehicleEF MCY 18.68 18.59
tblVehicleEF MCY 9.65 8.41
tblVehicleEF MCY 166.26 206.72
tblVehicleEF MCY 45.80 60.18
tblVehicleEF MCY 1.12 1.09
tblVehicleEF MCY 0.31 0.26
tblVehicleEF MCY 1.8240e-003 1.7610e-003
tblVehicleEF MCY 3.3680e-003 2.8430e-003
tblVehicleEF MCY 1.7050e-003 1.6470e-003
tblVehicleEF MCY 3.1720e-003 2.6760e-003
tblVehicleEF MCY 1.60 1.64
tblVehicleEF MCY 1.04 1.06
tblVehicleEF MCY 0.74 0.76
tblVehicleEF MCY 2.12 2.11
tblVehicleEF MCY 0.64 2.08
tblVehicleEF MCY 2.07 1.80
tblVehicleEF MCY 2.0300e-003 2.0460e-003
tblVehicleEF MCY 6.7700e-004 5.9600e-004
tblVehicleEF MCY 1.60 1.64
CalEEMod Version: CalEEMod.2016.3.2 Page 27 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2249 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MCY 1.04 1.06
tblVehicleEF MCY 0.74 0.76
tblVehicleEF MCY 2.62 2.60
tblVehicleEF MCY 0.64 2.08
tblVehicleEF MCY 2.26 1.96
tblVehicleEF MDV 0.01 4.7140e-003
tblVehicleEF MDV 0.02 0.08
tblVehicleEF MDV 1.26 1.01
tblVehicleEF MDV 2.88 3.15
tblVehicleEF MDV 474.24 407.49
tblVehicleEF MDV 107.24 86.52
tblVehicleEF MDV 0.15 0.10
tblVehicleEF MDV 0.27 0.36
tblVehicleEF MDV 1.6800e-003 1.4810e-003
tblVehicleEF MDV 2.4130e-003 1.9440e-003
tblVehicleEF MDV 1.5490e-003 1.3660e-003
tblVehicleEF MDV 2.2190e-003 1.7870e-003
tblVehicleEF MDV 0.11 0.11
tblVehicleEF MDV 0.20 0.16
tblVehicleEF MDV 0.09 0.09
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.11 0.47
tblVehicleEF MDV 0.22 0.41
tblVehicleEF MDV 4.7510e-003 4.0030e-003
tblVehicleEF MDV 1.1230e-003 8.5100e-004
tblVehicleEF MDV 0.11 0.11
tblVehicleEF MDV 0.20 0.16
CalEEMod Version: CalEEMod.2016.3.2 Page 28 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2250 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MDV 0.09 0.09
tblVehicleEF MDV 0.04 0.03
tblVehicleEF MDV 0.11 0.47
tblVehicleEF MDV 0.24 0.45
tblVehicleEF MDV 0.01 5.2950e-003
tblVehicleEF MDV 0.01 0.07
tblVehicleEF MDV 1.53 1.20
tblVehicleEF MDV 2.54 2.62
tblVehicleEF MDV 514.80 429.84
tblVehicleEF MDV 107.24 85.49
tblVehicleEF MDV 0.14 0.09
tblVehicleEF MDV 0.26 0.34
tblVehicleEF MDV 1.6800e-003 1.4810e-003
tblVehicleEF MDV 2.4130e-003 1.9440e-003
tblVehicleEF MDV 1.5490e-003 1.3660e-003
tblVehicleEF MDV 2.2190e-003 1.7870e-003
tblVehicleEF MDV 0.21 0.20
tblVehicleEF MDV 0.23 0.17
tblVehicleEF MDV 0.17 0.17
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.11 0.46
tblVehicleEF MDV 0.19 0.35
tblVehicleEF MDV 5.1610e-003 4.2230e-003
tblVehicleEF MDV 1.1170e-003 8.4100e-004
tblVehicleEF MDV 0.21 0.20
tblVehicleEF MDV 0.23 0.17
tblVehicleEF MDV 0.17 0.17
CalEEMod Version: CalEEMod.2016.3.2 Page 29 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2251 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MDV 0.05 0.03
tblVehicleEF MDV 0.11 0.46
tblVehicleEF MDV 0.21 0.39
tblVehicleEF MDV 0.01 4.6310e-003
tblVehicleEF MDV 0.02 0.08
tblVehicleEF MDV 1.18 0.97
tblVehicleEF MDV 2.94 3.12
tblVehicleEF MDV 462.11 403.72
tblVehicleEF MDV 107.24 86.49
tblVehicleEF MDV 0.14 0.10
tblVehicleEF MDV 0.27 0.36
tblVehicleEF MDV 1.6800e-003 1.4810e-003
tblVehicleEF MDV 2.4130e-003 1.9440e-003
tblVehicleEF MDV 1.5490e-003 1.3660e-003
tblVehicleEF MDV 2.2190e-003 1.7870e-003
tblVehicleEF MDV 0.09 0.10
tblVehicleEF MDV 0.21 0.17
tblVehicleEF MDV 0.08 0.10
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.13 0.54
tblVehicleEF MDV 0.23 0.41
tblVehicleEF MDV 4.6290e-003 3.9660e-003
tblVehicleEF MDV 1.1240e-003 8.5000e-004
tblVehicleEF MDV 0.09 0.10
tblVehicleEF MDV 0.21 0.17
tblVehicleEF MDV 0.08 0.10
tblVehicleEF MDV 0.04 0.03
CalEEMod Version: CalEEMod.2016.3.2 Page 30 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2252 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MDV 0.13 0.54
tblVehicleEF MDV 0.25 0.45
tblVehicleEF MH 0.03 3.3380e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.33 0.34
tblVehicleEF MH 5.58 0.00
tblVehicleEF MH 998.83 935.85
tblVehicleEF MH 57.38 0.00
tblVehicleEF MH 1.57 4.40
tblVehicleEF MH 0.82 0.00
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.04 0.14
tblVehicleEF MH 1.0280e-003 0.00
tblVehicleEF MH 3.2460e-003 4.0000e-003
tblVehicleEF MH 0.04 0.13
tblVehicleEF MH 9.4600e-004 0.00
tblVehicleEF MH 1.47 0.00
tblVehicleEF MH 0.08 0.00
tblVehicleEF MH 0.51 0.00
tblVehicleEF MH 0.08 0.07
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.33 0.00
tblVehicleEF MH 9.9070e-003 8.8470e-003
tblVehicleEF MH 6.7100e-004 0.00
tblVehicleEF MH 1.47 0.00
tblVehicleEF MH 0.08 0.00
tblVehicleEF MH 0.51 0.00
CalEEMod Version: CalEEMod.2016.3.2 Page 31 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2253 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MH 0.11 0.08
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.36 0.00
tblVehicleEF MH 0.03 3.3380e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.40 0.34
tblVehicleEF MH 5.19 0.00
tblVehicleEF MH 998.83 935.85
tblVehicleEF MH 57.38 0.00
tblVehicleEF MH 1.46 4.15
tblVehicleEF MH 0.79 0.00
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.04 0.14
tblVehicleEF MH 1.0280e-003 0.00
tblVehicleEF MH 3.2460e-003 4.0000e-003
tblVehicleEF MH 0.04 0.13
tblVehicleEF MH 9.4600e-004 0.00
tblVehicleEF MH 2.69 0.00
tblVehicleEF MH 0.09 0.00
tblVehicleEF MH 1.00 0.00
tblVehicleEF MH 0.09 0.07
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.31 0.00
tblVehicleEF MH 9.9080e-003 8.8470e-003
tblVehicleEF MH 6.6400e-004 0.00
tblVehicleEF MH 2.69 0.00
tblVehicleEF MH 0.09 0.00
CalEEMod Version: CalEEMod.2016.3.2 Page 32 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2254 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MH 1.00 0.00
tblVehicleEF MH 0.12 0.08
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.34 0.00
tblVehicleEF MH 0.03 3.3380e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.32 0.34
tblVehicleEF MH 5.61 0.00
tblVehicleEF MH 998.83 935.85
tblVehicleEF MH 57.38 0.00
tblVehicleEF MH 1.55 4.33
tblVehicleEF MH 0.82 0.00
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.04 0.14
tblVehicleEF MH 1.0280e-003 0.00
tblVehicleEF MH 3.2460e-003 4.0000e-003
tblVehicleEF MH 0.04 0.13
tblVehicleEF MH 9.4600e-004 0.00
tblVehicleEF MH 1.48 0.00
tblVehicleEF MH 0.10 0.00
tblVehicleEF MH 0.50 0.00
tblVehicleEF MH 0.08 0.07
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.33 0.00
tblVehicleEF MH 9.9070e-003 8.8470e-003
tblVehicleEF MH 6.7200e-004 0.00
tblVehicleEF MH 1.48 0.00
CalEEMod Version: CalEEMod.2016.3.2 Page 33 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2255 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MH 0.10 0.00
tblVehicleEF MH 0.50 0.00
tblVehicleEF MH 0.11 0.08
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.36 0.00
tblVehicleEF MHD 0.02 2.7360e-003
tblVehicleEF MHD 3.1970e-003 3.0240e-003
tblVehicleEF MHD 0.05 7.0010e-003
tblVehicleEF MHD 0.35 0.32
tblVehicleEF MHD 0.24 0.31
tblVehicleEF MHD 5.47 0.82
tblVehicleEF MHD 152.51 70.86
tblVehicleEF MHD 1,062.94 946.77
tblVehicleEF MHD 54.61 7.06
tblVehicleEF MHD 0.61 0.56
tblVehicleEF MHD 0.89 1.59
tblVehicleEF MHD 11.52 1.41
tblVehicleEF MHD 9.8000e-004 1.4660e-003
tblVehicleEF MHD 5.7040e-003 0.05
tblVehicleEF MHD 7.4900e-004 8.2000e-005
tblVehicleEF MHD 9.3700e-004 1.4030e-003
tblVehicleEF MHD 5.4540e-003 0.04
tblVehicleEF MHD 6.8900e-004 7.5000e-005
tblVehicleEF MHD 1.6000e-003 4.3900e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.02
tblVehicleEF MHD 8.0100e-004 2.3500e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 34 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2256 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 0.03 0.05
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.33 0.04
tblVehicleEF MHD 1.4660e-003 6.7200e-004
tblVehicleEF MHD 0.01 8.9930e-003
tblVehicleEF MHD 6.4200e-004 7.0000e-005
tblVehicleEF MHD 1.6000e-003 4.3900e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.04 0.02
tblVehicleEF MHD 8.0100e-004 2.3500e-004
tblVehicleEF MHD 0.03 0.06
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.36 0.04
tblVehicleEF MHD 0.02 2.6030e-003
tblVehicleEF MHD 3.2380e-003 3.0420e-003
tblVehicleEF MHD 0.05 6.7280e-003
tblVehicleEF MHD 0.25 0.27
tblVehicleEF MHD 0.25 0.31
tblVehicleEF MHD 5.23 0.77
tblVehicleEF MHD 161.54 71.77
tblVehicleEF MHD 1,062.94 946.77
tblVehicleEF MHD 54.61 6.98
tblVehicleEF MHD 0.63 0.57
tblVehicleEF MHD 0.83 1.50
tblVehicleEF MHD 11.50 1.41
tblVehicleEF MHD 8.2600e-004 1.2390e-003
tblVehicleEF MHD 5.7040e-003 0.05
CalEEMod Version: CalEEMod.2016.3.2 Page 35 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2257 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 7.4900e-004 8.2000e-005
tblVehicleEF MHD 7.9000e-004 1.1850e-003
tblVehicleEF MHD 5.4540e-003 0.04
tblVehicleEF MHD 6.8900e-004 7.5000e-005
tblVehicleEF MHD 3.0890e-003 7.9100e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.02 0.02
tblVehicleEF MHD 1.5560e-003 4.6400e-004
tblVehicleEF MHD 0.03 0.05
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.32 0.04
tblVehicleEF MHD 1.5510e-003 6.8000e-004
tblVehicleEF MHD 0.01 8.9930e-003
tblVehicleEF MHD 6.3800e-004 6.9000e-005
tblVehicleEF MHD 3.0890e-003 7.9100e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.02
tblVehicleEF MHD 1.5560e-003 4.6400e-004
tblVehicleEF MHD 0.03 0.06
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.35 0.04
tblVehicleEF MHD 0.02 2.9320e-003
tblVehicleEF MHD 3.1690e-003 3.0250e-003
tblVehicleEF MHD 0.05 6.9370e-003
tblVehicleEF MHD 0.48 0.39
tblVehicleEF MHD 0.24 0.31
tblVehicleEF MHD 5.56 0.81
CalEEMod Version: CalEEMod.2016.3.2 Page 36 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2258 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 140.03 69.60
tblVehicleEF MHD 1,062.94 946.77
tblVehicleEF MHD 54.61 7.04
tblVehicleEF MHD 0.58 0.56
tblVehicleEF MHD 0.88 1.57
tblVehicleEF MHD 11.53 1.41
tblVehicleEF MHD 1.1920e-003 1.7800e-003
tblVehicleEF MHD 5.7040e-003 0.05
tblVehicleEF MHD 7.4900e-004 8.2000e-005
tblVehicleEF MHD 1.1400e-003 1.7030e-003
tblVehicleEF MHD 5.4540e-003 0.04
tblVehicleEF MHD 6.8900e-004 7.5000e-005
tblVehicleEF MHD 1.1940e-003 4.6300e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.02
tblVehicleEF MHD 6.2900e-004 2.4800e-004
tblVehicleEF MHD 0.03 0.05
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.34 0.04
tblVehicleEF MHD 1.3480e-003 6.6000e-004
tblVehicleEF MHD 0.01 8.9930e-003
tblVehicleEF MHD 6.4300e-004 7.0000e-005
tblVehicleEF MHD 1.1940e-003 4.6300e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.04 0.02
tblVehicleEF MHD 6.2900e-004 2.4800e-004
tblVehicleEF MHD 0.03 0.06
CalEEMod Version: CalEEMod.2016.3.2 Page 37 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2259 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.37 0.04
tblVehicleEF OBUS 0.01 8.6190e-003
tblVehicleEF OBUS 6.8270e-003 7.1940e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.27 0.48
tblVehicleEF OBUS 0.46 0.87
tblVehicleEF OBUS 5.79 2.73
tblVehicleEF OBUS 74.97 66.93
tblVehicleEF OBUS 1,092.94 1,366.52
tblVehicleEF OBUS 69.71 21.52
tblVehicleEF OBUS 0.31 0.30
tblVehicleEF OBUS 0.97 1.35
tblVehicleEF OBUS 2.13 0.63
tblVehicleEF OBUS 6.8000e-005 5.7600e-004
tblVehicleEF OBUS 5.0070e-003 0.02
tblVehicleEF OBUS 8.4500e-004 2.1400e-004
tblVehicleEF OBUS 6.5000e-005 5.5200e-004
tblVehicleEF OBUS 4.7740e-003 0.02
tblVehicleEF OBUS 7.7700e-004 1.9600e-004
tblVehicleEF OBUS 2.1110e-003 2.6570e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.04 0.05
tblVehicleEF OBUS 9.1000e-004 1.1650e-003
tblVehicleEF OBUS 0.03 0.06
tblVehicleEF OBUS 0.05 0.29
tblVehicleEF OBUS 0.36 0.13
CalEEMod Version: CalEEMod.2016.3.2 Page 38 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2260 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF OBUS 7.2800e-004 6.3900e-004
tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9900e-004 2.1300e-004
tblVehicleEF OBUS 2.1110e-003 2.6570e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.05 0.06
tblVehicleEF OBUS 9.1000e-004 1.1650e-003
tblVehicleEF OBUS 0.04 0.08
tblVehicleEF OBUS 0.05 0.29
tblVehicleEF OBUS 0.39 0.14
tblVehicleEF OBUS 0.01 8.6710e-003
tblVehicleEF OBUS 6.9570e-003 7.3440e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.26 0.47
tblVehicleEF OBUS 0.46 0.88
tblVehicleEF OBUS 5.41 2.54
tblVehicleEF OBUS 78.41 66.84
tblVehicleEF OBUS 1,092.94 1,366.56
tblVehicleEF OBUS 69.71 21.19
tblVehicleEF OBUS 0.32 0.29
tblVehicleEF OBUS 0.91 1.26
tblVehicleEF OBUS 2.10 0.62
tblVehicleEF OBUS 5.7000e-005 4.8900e-004
tblVehicleEF OBUS 5.0070e-003 0.02
tblVehicleEF OBUS 8.4500e-004 2.1400e-004
tblVehicleEF OBUS 5.4000e-005 4.6800e-004
tblVehicleEF OBUS 4.7740e-003 0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 39 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2261 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF OBUS 7.7700e-004 1.9600e-004
tblVehicleEF OBUS 3.9250e-003 4.6820e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.04 0.05
tblVehicleEF OBUS 1.7420e-003 2.2520e-003
tblVehicleEF OBUS 0.03 0.06
tblVehicleEF OBUS 0.05 0.29
tblVehicleEF OBUS 0.34 0.12
tblVehicleEF OBUS 7.6000e-004 6.3800e-004
tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9200e-004 2.1000e-004
tblVehicleEF OBUS 3.9250e-003 4.6820e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.05 0.07
tblVehicleEF OBUS 1.7420e-003 2.2520e-003
tblVehicleEF OBUS 0.04 0.08
tblVehicleEF OBUS 0.05 0.29
tblVehicleEF OBUS 0.38 0.14
tblVehicleEF OBUS 0.01 8.5850e-003
tblVehicleEF OBUS 6.8060e-003 7.2070e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.28 0.49
tblVehicleEF OBUS 0.46 0.87
tblVehicleEF OBUS 5.84 2.72
tblVehicleEF OBUS 70.22 67.05
tblVehicleEF OBUS 1,092.94 1,366.53
tblVehicleEF OBUS 69.71 21.50
CalEEMod Version: CalEEMod.2016.3.2 Page 40 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2262 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF OBUS 0.29 0.31
tblVehicleEF OBUS 0.97 1.33
tblVehicleEF OBUS 2.13 0.62
tblVehicleEF OBUS 8.2000e-005 6.9700e-004
tblVehicleEF OBUS 5.0070e-003 0.02
tblVehicleEF OBUS 8.4500e-004 2.1400e-004
tblVehicleEF OBUS 7.9000e-005 6.6700e-004
tblVehicleEF OBUS 4.7740e-003 0.02
tblVehicleEF OBUS 7.7700e-004 1.9600e-004
tblVehicleEF OBUS 1.8300e-003 2.7860e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.04 0.05
tblVehicleEF OBUS 8.3900e-004 1.2410e-003
tblVehicleEF OBUS 0.03 0.06
tblVehicleEF OBUS 0.05 0.31
tblVehicleEF OBUS 0.36 0.13
tblVehicleEF OBUS 6.8200e-004 6.4000e-004
tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9900e-004 2.1300e-004
tblVehicleEF OBUS 1.8300e-003 2.7860e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.05 0.06
tblVehicleEF OBUS 8.3900e-004 1.2410e-003
tblVehicleEF OBUS 0.04 0.08
tblVehicleEF OBUS 0.05 0.31
tblVehicleEF OBUS 0.40 0.14
tblVehicleEF SBUS 0.82 0.09
CalEEMod Version: CalEEMod.2016.3.2 Page 41 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2263 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 0.01 6.8650e-003
tblVehicleEF SBUS 0.06 8.0490e-003
tblVehicleEF SBUS 7.82 3.40
tblVehicleEF SBUS 0.60 0.57
tblVehicleEF SBUS 6.53 1.09
tblVehicleEF SBUS 1,137.52 372.28
tblVehicleEF SBUS 1,098.11 1,106.71
tblVehicleEF SBUS 54.55 6.95
tblVehicleEF SBUS 9.42 3.42
tblVehicleEF SBUS 4.31 4.61
tblVehicleEF SBUS 12.32 0.72
tblVehicleEF SBUS 9.5680e-003 3.6140e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.7600e-004 4.6000e-005
tblVehicleEF SBUS 9.1540e-003 3.4580e-003
tblVehicleEF SBUS 2.6910e-003 2.6470e-003
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.3700e-004 4.2000e-005
tblVehicleEF SBUS 4.8460e-003 1.4760e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 0.93 0.41
tblVehicleEF SBUS 2.2980e-003 7.3900e-004
tblVehicleEF SBUS 0.10 0.10
tblVehicleEF SBUS 0.02 0.06
tblVehicleEF SBUS 0.36 0.05
tblVehicleEF SBUS 0.01 3.5600e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 42 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2264 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 6.5900e-004 6.9000e-005
tblVehicleEF SBUS 4.8460e-003 1.4760e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 1.33 0.59
tblVehicleEF SBUS 2.2980e-003 7.3900e-004
tblVehicleEF SBUS 0.12 0.11
tblVehicleEF SBUS 0.02 0.06
tblVehicleEF SBUS 0.39 0.05
tblVehicleEF SBUS 0.82 0.09
tblVehicleEF SBUS 0.01 6.9520e-003
tblVehicleEF SBUS 0.05 6.7100e-003
tblVehicleEF SBUS 7.71 3.36
tblVehicleEF SBUS 0.61 0.58
tblVehicleEF SBUS 4.73 0.78
tblVehicleEF SBUS 1,189.12 382.15
tblVehicleEF SBUS 1,098.11 1,106.72
tblVehicleEF SBUS 54.55 6.44
tblVehicleEF SBUS 9.72 3.51
tblVehicleEF SBUS 4.05 4.33
tblVehicleEF SBUS 12.29 0.71
tblVehicleEF SBUS 8.0660e-003 3.0540e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.7600e-004 4.6000e-005
tblVehicleEF SBUS 7.7170e-003 2.9220e-003
tblVehicleEF SBUS 2.6910e-003 2.6470e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 43 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2265 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.3700e-004 4.2000e-005
tblVehicleEF SBUS 8.7430e-003 2.5870e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 0.92 0.41
tblVehicleEF SBUS 4.2770e-003 1.3760e-003
tblVehicleEF SBUS 0.10 0.10
tblVehicleEF SBUS 0.01 0.06
tblVehicleEF SBUS 0.30 0.04
tblVehicleEF SBUS 0.01 3.6540e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 6.2900e-004 6.4000e-005
tblVehicleEF SBUS 8.7430e-003 2.5870e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 1.33 0.59
tblVehicleEF SBUS 4.2770e-003 1.3760e-003
tblVehicleEF SBUS 0.12 0.11
tblVehicleEF SBUS 0.01 0.06
tblVehicleEF SBUS 0.33 0.04
tblVehicleEF SBUS 0.82 0.09
tblVehicleEF SBUS 0.01 6.8630e-003
tblVehicleEF SBUS 0.06 8.1930e-003
tblVehicleEF SBUS 7.98 3.46
tblVehicleEF SBUS 0.60 0.57
tblVehicleEF SBUS 6.89 1.11
tblVehicleEF SBUS 1,066.27 358.65
tblVehicleEF SBUS 1,098.11 1,106.71
CalEEMod Version: CalEEMod.2016.3.2 Page 44 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2266 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 54.55 6.99
tblVehicleEF SBUS 9.00 3.31
tblVehicleEF SBUS 4.26 4.54
tblVehicleEF SBUS 12.33 0.72
tblVehicleEF SBUS 0.01 4.3890e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.7600e-004 4.6000e-005
tblVehicleEF SBUS 0.01 4.1990e-003
tblVehicleEF SBUS 2.6910e-003 2.6470e-003
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.3700e-004 4.2000e-005
tblVehicleEF SBUS 4.2260e-003 1.3980e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 0.93 0.41
tblVehicleEF SBUS 2.2070e-003 7.6500e-004
tblVehicleEF SBUS 0.10 0.10
tblVehicleEF SBUS 0.02 0.08
tblVehicleEF SBUS 0.37 0.05
tblVehicleEF SBUS 0.01 3.4320e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 6.6500e-004 6.9000e-005
tblVehicleEF SBUS 4.2260e-003 1.3980e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 1.34 0.59
tblVehicleEF SBUS 2.2070e-003 7.6500e-004
tblVehicleEF SBUS 0.12 0.11
CalEEMod Version: CalEEMod.2016.3.2 Page 45 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2267 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 0.02 0.08
tblVehicleEF SBUS 0.41 0.05
tblVehicleEF UBUS 1.44 3.04
tblVehicleEF UBUS 0.08 0.03
tblVehicleEF UBUS 7.89 23.58
tblVehicleEF UBUS 14.42 1.90
tblVehicleEF UBUS 1,799.80 1,641.14
tblVehicleEF UBUS 153.89 23.35
tblVehicleEF UBUS 4.15 0.30
tblVehicleEF UBUS 12.31 0.23
tblVehicleEF UBUS 0.49 0.09
tblVehicleEF UBUS 0.01 0.02
tblVehicleEF UBUS 0.04 2.1620e-003
tblVehicleEF UBUS 1.4590e-003 2.1000e-004
tblVehicleEF UBUS 0.21 0.04
tblVehicleEF UBUS 3.0000e-003 5.0570e-003
tblVehicleEF UBUS 0.04 2.0490e-003
tblVehicleEF UBUS 1.3420e-003 1.9300e-004
tblVehicleEF UBUS 9.4280e-003 2.7000e-003
tblVehicleEF UBUS 0.11 0.02
tblVehicleEF UBUS 4.6810e-003 1.0930e-003
tblVehicleEF UBUS 0.46 0.05
tblVehicleEF UBUS 0.02 0.08
tblVehicleEF UBUS 1.13 0.10
tblVehicleEF UBUS 9.6700e-003 6.3860e-003
tblVehicleEF UBUS 1.8000e-003 2.3100e-004
tblVehicleEF UBUS 9.4280e-003 2.7000e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 46 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2268 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF UBUS 0.11 0.02
tblVehicleEF UBUS 4.6810e-003 1.0930e-003
tblVehicleEF UBUS 1.94 3.11
tblVehicleEF UBUS 0.02 0.08
tblVehicleEF UBUS 1.23 0.11
tblVehicleEF UBUS 1.44 3.04
tblVehicleEF UBUS 0.08 0.02
tblVehicleEF UBUS 7.95 23.58
tblVehicleEF UBUS 12.35 1.62
tblVehicleEF UBUS 1,799.80 1,641.14
tblVehicleEF UBUS 153.89 22.87
tblVehicleEF UBUS 3.87 0.30
tblVehicleEF UBUS 12.22 0.22
tblVehicleEF UBUS 0.49 0.09
tblVehicleEF UBUS 0.01 0.02
tblVehicleEF UBUS 0.04 2.1620e-003
tblVehicleEF UBUS 1.4590e-003 2.1000e-004
tblVehicleEF UBUS 0.21 0.04
tblVehicleEF UBUS 3.0000e-003 5.0570e-003
tblVehicleEF UBUS 0.04 2.0490e-003
tblVehicleEF UBUS 1.3420e-003 1.9300e-004
tblVehicleEF UBUS 0.02 4.7970e-003
tblVehicleEF UBUS 0.13 0.02
tblVehicleEF UBUS 9.3920e-003 2.1760e-003
tblVehicleEF UBUS 0.47 0.05
tblVehicleEF UBUS 0.02 0.07
tblVehicleEF UBUS 1.03 0.09
CalEEMod Version: CalEEMod.2016.3.2 Page 47 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2269 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF UBUS 9.6710e-003 6.3860e-003
tblVehicleEF UBUS 1.7640e-003 2.2600e-004
tblVehicleEF UBUS 0.02 4.7970e-003
tblVehicleEF UBUS 0.13 0.02
tblVehicleEF UBUS 9.3920e-003 2.1760e-003
tblVehicleEF UBUS 1.95 3.11
tblVehicleEF UBUS 0.02 0.07
tblVehicleEF UBUS 1.12 0.10
tblVehicleEF UBUS 1.44 3.04
tblVehicleEF UBUS 0.08 0.03
tblVehicleEF UBUS 7.88 23.58
tblVehicleEF UBUS 14.60 1.89
tblVehicleEF UBUS 1,799.80 1,641.14
tblVehicleEF UBUS 153.89 23.33
tblVehicleEF UBUS 4.12 0.30
tblVehicleEF UBUS 12.31 0.23
tblVehicleEF UBUS 0.49 0.09
tblVehicleEF UBUS 0.01 0.02
tblVehicleEF UBUS 0.04 2.1620e-003
tblVehicleEF UBUS 1.4590e-003 2.1000e-004
tblVehicleEF UBUS 0.21 0.04
tblVehicleEF UBUS 3.0000e-003 5.0570e-003
tblVehicleEF UBUS 0.04 2.0490e-003
tblVehicleEF UBUS 1.3420e-003 1.9300e-004
tblVehicleEF UBUS 8.6090e-003 2.7590e-003
tblVehicleEF UBUS 0.13 0.02
tblVehicleEF UBUS 4.2750e-003 1.1470e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 48 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2270 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF UBUS 0.46 0.05
tblVehicleEF UBUS 0.03 0.09
tblVehicleEF UBUS 1.13 0.10
tblVehicleEF UBUS 9.6700e-003 6.3860e-003
tblVehicleEF UBUS 1.8030e-003 2.3100e-004
tblVehicleEF UBUS 8.6090e-003 2.7590e-003
tblVehicleEF UBUS 0.13 0.02
tblVehicleEF UBUS 4.2750e-003 1.1470e-003
tblVehicleEF UBUS 1.94 3.11
tblVehicleEF UBUS 0.03 0.09
tblVehicleEF UBUS 1.24 0.11
tblVehicleTrips CNW_TTP 41.00 0.00
tblVehicleTrips CNW_TTP 41.00 0.00
tblVehicleTrips CW_TTP 59.00 100.00
tblVehicleTrips CW_TTP 59.00 100.00
tblVehicleTrips DV_TP 5.00 0.00
tblVehicleTrips DV_TP 5.00 0.00
tblVehicleTrips PB_TP 3.00 0.00
tblVehicleTrips PB_TP 3.00 0.00
tblVehicleTrips PR_TP 92.00 100.00
tblVehicleTrips PR_TP 92.00 100.00
tblVehicleTrips ST_TR 1.68 1.38
tblVehicleTrips ST_TR 1.68 0.11
tblVehicleTrips SU_TR 1.68 1.38
tblVehicleTrips SU_TR 1.68 0.04
tblVehicleTrips WD_TR 1.68 1.38
tblVehicleTrips WD_TR 1.68 1.28
CalEEMod Version: CalEEMod.2016.3.2 Page 49 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2271 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

2.0 Emissions Summary

2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction
CalEEMod Version: CalEEMod.2016.3.2 Page 50 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2272 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 1.2238 6.0000e0056.9400e0030.0000 2.0000e0052.0000e0052.0000e0052.0000e0050.0000 0.0135 0.0135 4.0000e0050.0000 0.0144 Energy 0.0259 0.2350 0.1974 1.4100e0030.0179 0.0179 0.0179 0.0179 0.0000 1,501.898 4 1,501.898
4 0.0564 0.0153 1,507.876
5 Mobile 0.1276 0.1441 1.8448 6.1200e0030.7111 3.2200e0030.7144 0.1888 2.9700e0030.1917 0.0000 565.1798 565.1798 0.0123 0.0000 565.4882 Offroad 0.0223 0.2313 0.1384 5.8000e0047.9800e0037.9800e0037.3400e0037.3400e0030.0000 50.7922 50.7922 0.0164 0.0000 51.2028 Waste 0.0000 0.0000 0.0000 0.0000 56.3341 0.0000 56.3341 3.3293 0.0000 139.5652 Water 0.0000 0.0000 0.0000 0.0000 21.6595 283.2445 304.9041 2.2363 0.0550 377.1870 Total 1.3995 0.6105 2.1875 8.1100e0030.7111 0.0291 0.7402 0.1888 0.0282 0.2169 77.9936 2,401.128 4 2,479.122
0 5.6508 0.0703 2,641.334
1 Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) Highest
CalEEMod Version: CalEEMod.2016.3.2 Page 51 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2273 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 1.2238 6.0000e0056.9400e0030.0000 2.0000e0052.0000e0052.0000e0052.0000e0050.0000 0.0135 0.0135 4.0000e0050.0000 0.0144 Energy 0.0259 0.2350 0.1974 1.4100e0030.0179 0.0179 0.0179 0.0179 0.0000 1,501.898 4 1,501.898
4 0.0564 0.0153 1,507.876
5 Mobile 0.1276 0.1441 1.8448 6.1200e0030.7111 3.2200e0030.7144 0.1888 2.9700e0030.1917 0.0000 565.1798 565.1798 0.0123 0.0000 565.4882 Offroad 0.0223 0.2313 0.1384 5.8000e0047.9800e0037.9800e0037.3400e0037.3400e0030.0000 50.7922 50.7922 0.0164 0.0000 51.2028 Waste 0.0000 0.0000 0.0000 0.0000 56.3341 0.0000 56.3341 3.3293 0.0000 139.5652 Water 0.0000 0.0000 0.0000 0.0000 21.6595 283.2445 304.9041 2.2363 0.0550 377.1870 Total 1.3995 0.6105 2.1875 8.1100e0030.7111 0.0291 0.7402 0.1888 0.0282 0.2169 77.9936 2,401.128 4 2,479.122
0 5.6508 0.0703 2,641.334
1 Mitigated Operational

3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 10/4/2021 10/29/2021 5 20
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Page 52 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2274 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.1 Mitigation Measures Construction
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 0 8.00 81 0.73
Demolition Excavators 0 8.00 158 0.38
Demolition Rubber Tired Dozers 0 8.00 247 0.40
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 0 0.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating ±sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 0
Acres of Paving: 5.69
CalEEMod Version: CalEEMod.2016.3.2 Page 53 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2275 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 54 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2276 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

4.0 Operational Detail - Mobile

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 55 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2277 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.1276 0.1441 1.8448 6.1200e0030.7111 3.2200e0030.7144 0.1888 2.9700e0030.1917 0.0000 565.1798 565.1798 0.0123 0.0000 565.4882 Unmitigated 0.1276 0.1441 1.8448 6.1200e0030.7111 3.2200e0030.7144 0.1888 2.9700e0030.1917 0.0000 565.1798 565.1798 0.0123 0.0000 565.4882

4.1 Mitigation Measures Mobile

4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Other Non-Asphalt Surfaces 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00
Refrigerated Warehouse-No Rail 122.00 122.00 122.00 737,159 737,159 Unrefrigerated Warehouse-No Rail 263.99 22.63 9.05 1,166,745 1,166,745 Total 385.99 144.63 131.05 1,903,904 1,903,904
CalEEMod Version: CalEEMod.2016.3.2 Page 56 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2278 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Other Non-Asphalt Surfaces 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 Parking Lot 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
Refrigerated Warehouse-No
Rail

16.60 8.40 6.90 100.00 0.00 0.00 100 0 0
Unrefrigerated Warehouse-No
Rail

16.60 8.40 6.90 100.00 0.00 0.00 100 0 0

5.0 Energy Detail

5.1 Mitigation Measures Energy

4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Other Non-Asphalt Surfaces 0.545527 0.036856 0.186032 0.115338 0.015222 0.004970 0.017525 0.069528 0.001397 0.001160 0.004547 0.000932 0.000965 Parking Lot 0.545527 0.036856 0.186032 0.115338 0.015222 0.004970 0.017525 0.069528 0.001397 0.001160 0.004547 0.000932 0.000965 Refrigerated Warehouse-No Rail 0.617300 0.041700 0.210500 0.130500 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 Unrefrigerated Warehouse-No
Rail

0.617300 0.041700 0.210500 0.130500 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 Historical Energy Use: N
CalEEMod Version: CalEEMod.2016.3.2 Page 57 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2279 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated

0.0000 0.0000 0.0000 0.0000 0.0000 1,246.069
5 1,246.069
5 0.0514 0.0106 1,250.527
4 Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000 1,246.069
5 1,246.069
5 0.0514 0.0106 1,250.527
4 NaturalGas
Mitigated

0.0259 0.2350 0.1974 1.4100e0030.0179 0.0179 0.0179 0.0179 0.0000 255.8289 255.8289 4.9000e0034.6900e003257.3491 NaturalGas
Unmitigated

0.0259 0.2350 0.1974 1.4100e0030.0179 0.0179 0.0179 0.0179 0.0000 255.8289 255.8289 4.9000e0034.6900e003257.3491

4.49852e
+006

0.0243 0.2205 0.1852 1.3200e0030.0168 0.0168 0.0168 0.0168 0.0000 240.0582 240.0582 4.6000e0034.4000e003241.4848 Unrefrigerated
Warehouse-No
Rail
295531 1.5900e0030.0145 0.0122 9.0000e0051.1000e0031.1000e0031.1000e0031.1000e0030.0000 15.7707 15.7707 3.0000e0042.9000e00415.8644 Total 0.0259 0.2350 0.1974 1.4100e0030.0179 0.0179 0.0179 0.0179 0.0000 255.8289 255.8289 4.9000e0034.6900e003257.3491 Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 58 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2280 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

4.49852e
+006

0.0243 0.2205 0.1852 1.3200e0030.0168 0.0168 0.0168 0.0168 0.0000 240.0582 240.0582 4.6000e0034.4000e003241.4848 Unrefrigerated
Warehouse-No
Rail
295531 1.5900e0030.0145 0.0122 9.0000e0051.1000e0031.1000e0031.1000e0031.1000e0030.0000 15.7707 15.7707 3.0000e0042.9000e00415.8644 Total 0.0259 0.2350 0.1974 1.4100e0030.0179 0.0179 0.0179 0.0179 0.0000 255.8289 255.8289 4.9000e0034.6900e003257.3491 Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 59 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2281 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Other NonAsphalt Surfaces0 0.0000 0.0000 0.0000 0.0000 Parking Lot 70968.4 22.6121 9.3000e0041.9000e00422.6930 Refrigerated
Warehouse-No
Rail

6.1 Mitigation Measures Area

6.0 Area Detail

3.44718e
+006
1,098.346
5 0.0453 9.3800e0031,102.275
8 Unrefrigerated
Warehouse-No
Rail
392664 125.1110 5.1700e0031.0700e003125.5586
Total 1,246.069
5 0.0514 0.0106 1,250.527
4 Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 61 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2283 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 1.2238 6.0000e0056.9400e0030.0000 2.0000e0052.0000e0052.0000e0052.0000e0050.0000 0.0135 0.0135 4.0000e0050.0000 0.0144 Unmitigated 1.2238 6.0000e0056.9400e0030.0000 2.0000e0052.0000e0052.0000e0052.0000e0050.0000 0.0135 0.0135 4.0000e0050.0000 0.0144

0.1403 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

1.0829 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 6.5000e0046.0000e0056.9400e0030.0000 2.0000e0052.0000e0052.0000e0052.0000e0050.0000 0.0135 0.0135 4.0000e0050.0000 0.0144 Total 1.2238 6.0000e0056.9400e0030.0000 2.0000e0052.0000e0052.0000e0052.0000e0050.0000 0.0135 0.0135 4.0000e0050.0000 0.0144 Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 62 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2284 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

7.1 Mitigation Measures Water

7.0 Water Detail

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating

0.1403 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

1.0829 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 6.5000e0046.0000e0056.9400e0030.0000 2.0000e0052.0000e0052.0000e0052.0000e0050.0000 0.0135 0.0135 4.0000e0050.0000 0.0144 Total 1.2238 6.0000e0056.9400e0030.0000 2.0000e0052.0000e0052.0000e0052.0000e0050.0000 0.0135 0.0135 4.0000e0050.0000 0.0144 Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 63 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2285 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 304.9041 2.2363 0.0550 377.1870
Unmitigated 304.9041 2.2363 0.0550 377.1870

20.4818 /
0 91.4723 0.6709 0.0165 113.1574
Unrefrigerated
Warehouse-No
Rail

47.7901 /
0 213.4318 1.5654 0.0385 264.0296
Total 304.9041 2.2363 0.0549 377.1870
Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 64 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2286 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

8.1 Mitigation Measures Waste

20.4818 /
0 91.4723 0.6709 0.0165 113.1574
Unrefrigerated
Warehouse-No
Rail

47.7901 /
0 213.4318 1.5654 0.0385 264.0296
Total 304.9041 2.2363 0.0549 377.1870
Mitigated

8.0 Waste Detail
CalEEMod Version: CalEEMod.2016.3.2 Page 65 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2287 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 56.3341 3.3293 0.0000 139.5652
Unmitigated 56.3341 3.3293 0.0000 139.5652
Category/Year

83.26 16.9010 0.9988 0.0000 41.8716
Unrefrigerated
Warehouse-No
Rail
194.26 39.4330 2.3304 0.0000 97.6937
Total 56.3341 3.3292 0.0000 139.5652
Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 66 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2288 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

83.26 16.9010 0.9988 0.0000 41.8716
Unrefrigerated
Warehouse-No
Rail
194.26 39.4330 2.3304 0.0000 97.6937
Total 56.3341 3.3292 0.0000 139.5652
Mitigated

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type Tractors/Loaders/Backhoes 1 4.00 365 200 0.37 CNG
CalEEMod Version: CalEEMod.2016.3.2 Page 67 of 68 Date: 11/9/2020 1:25 PM Compass Danbe Center (Building 1 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2289 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population Refrigerated Warehouse-No Rail 30.38 1000sqft 0.70 30,376.00 0 Unrefrigerated Warehouse-No Rail 70.88 1000sqft 1.63 70,876.00 0 Other Non-Asphalt Surfaces 28.94 1000sqft 0.66 28,940.00 0 Parking Lot 95.45 1000sqft 2.19 95,454.00 0

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10 Wind Speed (m/s) 2.4 Precipitation Freq (Days) 28

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2022
CO2 Intensity
(lb/MWhr)
702.44 CH4 Intensity 0.029
(lb/MWhr)
N2O Intensity 0.006
(lb/MWhr)
Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) Riverside-South Coast County, Annual
CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2291 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Project Characteristics -
Land Use - Total Building 2 Area is 5.18 acres.

Construction Phase - Operations Run Only.

Off-road Equipment - Operations Run Only.

Trips and VMT - Operations Run Only.

Vehicle Trips - Trip Characteristics based on information provided in the Traffic Analysis report prepared by Urban Crossroads, Inc.

Table Name Column Name Default Value New Value
tblConstructionPhase NumDays 20.00 0.00
tblEnergyUse LightingElect 2.37 1.66
tblEnergyUse LightingElect 1.17 0.82
tblEnergyUse T24E 1.06 0.74
tblEnergyUse T24E 0.37 0.26
tblEnergyUse T24NG 3.25 2.28
tblEnergyUse T24NG 2.00 1.40
tblFleetMix HHD 0.07 0.00
tblFleetMix HHD 0.07 0.00
tblFleetMix LDA 0.55 0.62
tblFleetMix LDA 0.55 0.62
tblFleetMix LDT1 0.04 0.04
tblFleetMix LDT1 0.04 0.04
CalEEMod Version: CalEEMod.2016.3.2 Page 2 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2292 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblFleetMix LDT2 0.19 0.21
tblFleetMix LDT2 0.19 0.21
tblFleetMix LHD1 0.02 0.00
tblFleetMix LHD1 0.02 0.00
tblFleetMix LHD2 4.9700e-003 0.00
tblFleetMix LHD2 4.9700e-003 0.00
tblFleetMix MCY 4.5470e-003 0.00
tblFleetMix MCY 4.5470e-003 0.00
tblFleetMix MDV 0.12 0.13
tblFleetMix MDV 0.12 0.13
tblFleetMix MH 9.6500e-004 0.00
tblFleetMix MH 9.6500e-004 0.00
tblFleetMix MHD 0.02 0.00
tblFleetMix MHD 0.02 0.00
tblFleetMix OBUS 1.3970e-003 0.00
tblFleetMix OBUS 1.3970e-003 0.00
tblFleetMix SBUS 9.3200e-004 0.00
tblFleetMix SBUS 9.3200e-004 0.00
tblFleetMix UBUS 1.1600e-003 0.00
tblFleetMix UBUS 1.1600e-003 0.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 3.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 2.00 0.00 tblOperationalOffRoadEquipment OperDaysPerYear 260.00 365.00 tblOperationalOffRoadEquipment OperFuelType Diesel CNG
tblOperationalOffRoadEquipment OperHorsePower 97.00 200.00 tblOperationalOffRoadEquipment OperHoursPerDay 8.00 4.00 CalEEMod Version: CalEEMod.2016.3.2 Page 3 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2293 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblOperationalOffRoadEquipment OperOffRoadEquipmentNumber 0.00 1.00 tblVehicleEF HHD 1.36 0.02
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 0.09 0.00
tblVehicleEF HHD 3.11 6.00
tblVehicleEF HHD 0.45 0.30
tblVehicleEF HHD 1.41 4.6550e-003
tblVehicleEF HHD 6,423.61 1,112.99
tblVehicleEF HHD 1,444.51 1,341.20
tblVehicleEF HHD 4.59 0.04
tblVehicleEF HHD 24.87 5.85
tblVehicleEF HHD 2.31 2.81
tblVehicleEF HHD 20.31 2.22
tblVehicleEF HHD 0.01 3.0310e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.04 0.04
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.7000e-005 1.0000e-006
tblVehicleEF HHD 0.01 2.9000e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.8650e-003 8.8080e-003
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.4000e-005 0.00
tblVehicleEF HHD 7.3000e-005 3.0000e-006
tblVehicleEF HHD 2.3460e-003 1.1000e-004
tblVehicleEF HHD 0.80 0.44
tblVehicleEF HHD 4.3000e-005 2.0000e-006
CalEEMod Version: CalEEMod.2016.3.2 Page 4 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2294 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 0.06 0.05
tblVehicleEF HHD 1.5800e-004 5.0300e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 0.06 0.01
tblVehicleEF HHD 0.01 0.01
tblVehicleEF HHD 6.9000e-005 0.00
tblVehicleEF HHD 7.3000e-005 3.0000e-006
tblVehicleEF HHD 2.3460e-003 1.1000e-004
tblVehicleEF HHD 0.92 0.50
tblVehicleEF HHD 4.3000e-005 2.0000e-006
tblVehicleEF HHD 0.10 0.08
tblVehicleEF HHD 1.5800e-004 5.0300e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 1.28 0.02
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 0.09 0.00
tblVehicleEF HHD 2.26 5.87
tblVehicleEF HHD 0.45 0.30
tblVehicleEF HHD 1.34 4.3930e-003
tblVehicleEF HHD 6,805.04 1,108.39
tblVehicleEF HHD 1,444.51 1,341.20
tblVehicleEF HHD 4.59 0.04
tblVehicleEF HHD 25.67 5.66
tblVehicleEF HHD 2.18 2.65
tblVehicleEF HHD 20.31 2.22
tblVehicleEF HHD 9.3550e-003 2.6730e-003
tblVehicleEF HHD 0.06 0.06
CalEEMod Version: CalEEMod.2016.3.2 Page 5 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2295 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 0.04 0.04
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.7000e-005 1.0000e-006
tblVehicleEF HHD 8.9510e-003 2.5580e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.8650e-003 8.8080e-003
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.4000e-005 0.00
tblVehicleEF HHD 1.3900e-004 6.0000e-006
tblVehicleEF HHD 2.6650e-003 1.2100e-004
tblVehicleEF HHD 0.75 0.46
tblVehicleEF HHD 8.2000e-005 4.0000e-006
tblVehicleEF HHD 0.06 0.05
tblVehicleEF HHD 1.6100e-004 5.1000e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 0.06 0.01
tblVehicleEF HHD 0.01 0.01
tblVehicleEF HHD 6.8000e-005 0.00
tblVehicleEF HHD 1.3900e-004 6.0000e-006
tblVehicleEF HHD 2.6650e-003 1.2100e-004
tblVehicleEF HHD 0.87 0.52
tblVehicleEF HHD 8.2000e-005 4.0000e-006
tblVehicleEF HHD 0.10 0.08
tblVehicleEF HHD 1.6100e-004 5.1000e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 1.46 0.02
tblVehicleEF HHD 0.03 2.2560e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 6 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2296 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 0.09 0.00
tblVehicleEF HHD 4.28 6.14
tblVehicleEF HHD 0.44 0.23
tblVehicleEF HHD 1.42 4.6050e-003
tblVehicleEF HHD 5,896.87 1,113.28
tblVehicleEF HHD 1,444.51 1,323.58
tblVehicleEF HHD 4.59 0.04
tblVehicleEF HHD 23.77 6.08
tblVehicleEF HHD 2.30 2.76
tblVehicleEF HHD 20.31 2.22
tblVehicleEF HHD 0.01 3.4600e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.04 0.04
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.7000e-005 1.0000e-006
tblVehicleEF HHD 0.01 3.3110e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.8650e-003 8.7590e-003
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.4000e-005 0.00
tblVehicleEF HHD 5.5000e-005 3.0000e-006
tblVehicleEF HHD 2.4470e-003 1.2300e-004
tblVehicleEF HHD 0.86 0.41
tblVehicleEF HHD 3.6000e-005 2.0000e-006
tblVehicleEF HHD 0.06 0.05
tblVehicleEF HHD 1.6900e-004 5.3500e-004
tblVehicleEF HHD 0.04 1.0000e-006
CalEEMod Version: CalEEMod.2016.3.2 Page 7 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2297 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 0.06 0.01
tblVehicleEF HHD 0.01 0.01
tblVehicleEF HHD 6.9000e-005 0.00
tblVehicleEF HHD 5.5000e-005 3.0000e-006
tblVehicleEF HHD 2.4470e-003 1.2300e-004
tblVehicleEF HHD 0.99 0.47
tblVehicleEF HHD 3.6000e-005 2.0000e-006
tblVehicleEF HHD 0.10 0.05
tblVehicleEF HHD 1.6900e-004 5.3500e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF LDA 3.6620e-003 2.1320e-003
tblVehicleEF LDA 4.7760e-003 0.05
tblVehicleEF LDA 0.54 0.60
tblVehicleEF LDA 1.05 2.09
tblVehicleEF LDA 245.52 258.04
tblVehicleEF LDA 56.65 53.55
tblVehicleEF LDA 0.05 0.03
tblVehicleEF LDA 0.07 0.18
tblVehicleEF LDA 1.5830e-003 1.3710e-003
tblVehicleEF LDA 2.2500e-003 1.8340e-003
tblVehicleEF LDA 1.4580e-003 1.2630e-003
tblVehicleEF LDA 2.0690e-003 1.6860e-003
tblVehicleEF LDA 0.05 0.05
tblVehicleEF LDA 0.10 0.09
tblVehicleEF LDA 0.04 0.04
tblVehicleEF LDA 9.2080e-003 8.0170e-003
tblVehicleEF LDA 0.04 0.20
CalEEMod Version: CalEEMod.2016.3.2 Page 8 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2298 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDA 0.06 0.21
tblVehicleEF LDA 2.4580e-003 2.5360e-003
tblVehicleEF LDA 5.8400e-004 5.2600e-004
tblVehicleEF LDA 0.05 0.05
tblVehicleEF LDA 0.10 0.09
tblVehicleEF LDA 0.04 0.04
tblVehicleEF LDA 0.01 0.01
tblVehicleEF LDA 0.04 0.20
tblVehicleEF LDA 0.07 0.23
tblVehicleEF LDA 4.1530e-003 2.4040e-003
tblVehicleEF LDA 4.1450e-003 0.04
tblVehicleEF LDA 0.66 0.72
tblVehicleEF LDA 0.93 1.75
tblVehicleEF LDA 267.36 278.99
tblVehicleEF LDA 56.65 52.91
tblVehicleEF LDA 0.04 0.03
tblVehicleEF LDA 0.06 0.16
tblVehicleEF LDA 1.5830e-003 1.3710e-003
tblVehicleEF LDA 2.2500e-003 1.8340e-003
tblVehicleEF LDA 1.4580e-003 1.2630e-003
tblVehicleEF LDA 2.0690e-003 1.6860e-003
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.11 0.10
tblVehicleEF LDA 0.07 0.08
tblVehicleEF LDA 0.01 8.9450e-003
tblVehicleEF LDA 0.04 0.20
tblVehicleEF LDA 0.06 0.18
CalEEMod Version: CalEEMod.2016.3.2 Page 9 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2299 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDA 2.6780e-003 2.7420e-003
tblVehicleEF LDA 5.8200e-004 5.2000e-004
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.11 0.10
tblVehicleEF LDA 0.07 0.08
tblVehicleEF LDA 0.02 0.01
tblVehicleEF LDA 0.04 0.20
tblVehicleEF LDA 0.06 0.20
tblVehicleEF LDA 3.5320e-003 2.0960e-003
tblVehicleEF LDA 4.9050e-003 0.05
tblVehicleEF LDA 0.51 0.58
tblVehicleEF LDA 1.08 2.07
tblVehicleEF LDA 239.46 254.50
tblVehicleEF LDA 56.65 53.52
tblVehicleEF LDA 0.04 0.03
tblVehicleEF LDA 0.07 0.17
tblVehicleEF LDA 1.5830e-003 1.3710e-003
tblVehicleEF LDA 2.2500e-003 1.8340e-003
tblVehicleEF LDA 1.4580e-003 1.2630e-003
tblVehicleEF LDA 2.0690e-003 1.6860e-003
tblVehicleEF LDA 0.04 0.05
tblVehicleEF LDA 0.10 0.10
tblVehicleEF LDA 0.03 0.04
tblVehicleEF LDA 8.8850e-003 7.8720e-003
tblVehicleEF LDA 0.04 0.23
tblVehicleEF LDA 0.07 0.21
tblVehicleEF LDA 2.3970e-003 2.5010e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 10 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2300 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDA 5.8500e-004 5.2600e-004
tblVehicleEF LDA 0.04 0.05
tblVehicleEF LDA 0.10 0.10
tblVehicleEF LDA 0.03 0.04
tblVehicleEF LDA 0.01 0.01
tblVehicleEF LDA 0.04 0.23
tblVehicleEF LDA 0.07 0.23
tblVehicleEF LDT1 0.01 6.6590e-003
tblVehicleEF LDT1 0.02 0.08
tblVehicleEF LDT1 1.32 1.37
tblVehicleEF LDT1 3.05 2.37
tblVehicleEF LDT1 305.87 306.08
tblVehicleEF LDT1 70.39 65.28
tblVehicleEF LDT1 0.13 0.12
tblVehicleEF LDT1 0.19 0.29
tblVehicleEF LDT1 2.3960e-003 2.0660e-003
tblVehicleEF LDT1 3.5150e-003 2.7560e-003
tblVehicleEF LDT1 2.2060e-003 1.9010e-003
tblVehicleEF LDT1 3.2320e-003 2.5340e-003
tblVehicleEF LDT1 0.20 0.18
tblVehicleEF LDT1 0.32 0.25
tblVehicleEF LDT1 0.13 0.12
tblVehicleEF LDT1 0.03 0.03
tblVehicleEF LDT1 0.19 0.80
tblVehicleEF LDT1 0.21 0.41
tblVehicleEF LDT1 3.0750e-003 3.0090e-003
tblVehicleEF LDT1 7.5800e-004 6.4200e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 11 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2301 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT1 0.20 0.18
tblVehicleEF LDT1 0.32 0.25
tblVehicleEF LDT1 0.13 0.12
tblVehicleEF LDT1 0.04 0.04
tblVehicleEF LDT1 0.19 0.80
tblVehicleEF LDT1 0.23 0.45
tblVehicleEF LDT1 0.01 7.4260e-003
tblVehicleEF LDT1 0.01 0.07
tblVehicleEF LDT1 1.59 1.62
tblVehicleEF LDT1 2.68 1.98
tblVehicleEF LDT1 332.27 327.89
tblVehicleEF LDT1 70.39 64.46
tblVehicleEF LDT1 0.12 0.11
tblVehicleEF LDT1 0.18 0.27
tblVehicleEF LDT1 2.3960e-003 2.0660e-003
tblVehicleEF LDT1 3.5150e-003 2.7560e-003
tblVehicleEF LDT1 2.2060e-003 1.9010e-003
tblVehicleEF LDT1 3.2320e-003 2.5340e-003
tblVehicleEF LDT1 0.38 0.33
tblVehicleEF LDT1 0.40 0.29
tblVehicleEF LDT1 0.25 0.23
tblVehicleEF LDT1 0.03 0.03
tblVehicleEF LDT1 0.19 0.78
tblVehicleEF LDT1 0.18 0.35
tblVehicleEF LDT1 3.3430e-003 3.2240e-003
tblVehicleEF LDT1 7.5100e-004 6.3400e-004
tblVehicleEF LDT1 0.38 0.33
CalEEMod Version: CalEEMod.2016.3.2 Page 12 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2302 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT1 0.40 0.29
tblVehicleEF LDT1 0.25 0.23
tblVehicleEF LDT1 0.04 0.05
tblVehicleEF LDT1 0.19 0.78
tblVehicleEF LDT1 0.20 0.38
tblVehicleEF LDT1 0.01 6.5510e-003
tblVehicleEF LDT1 0.02 0.08
tblVehicleEF LDT1 1.24 1.33
tblVehicleEF LDT1 3.11 2.35
tblVehicleEF LDT1 298.00 302.40
tblVehicleEF LDT1 70.39 65.25
tblVehicleEF LDT1 0.12 0.12
tblVehicleEF LDT1 0.19 0.28
tblVehicleEF LDT1 2.3960e-003 2.0660e-003
tblVehicleEF LDT1 3.5150e-003 2.7560e-003
tblVehicleEF LDT1 2.2060e-003 1.9010e-003
tblVehicleEF LDT1 3.2320e-003 2.5340e-003
tblVehicleEF LDT1 0.17 0.18
tblVehicleEF LDT1 0.36 0.28
tblVehicleEF LDT1 0.11 0.12
tblVehicleEF LDT1 0.03 0.03
tblVehicleEF LDT1 0.22 0.93
tblVehicleEF LDT1 0.22 0.41
tblVehicleEF LDT1 2.9950e-003 2.9730e-003
tblVehicleEF LDT1 7.5900e-004 6.4200e-004
tblVehicleEF LDT1 0.17 0.18
tblVehicleEF LDT1 0.36 0.28
CalEEMod Version: CalEEMod.2016.3.2 Page 13 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2303 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT1 0.11 0.12
tblVehicleEF LDT1 0.04 0.04
tblVehicleEF LDT1 0.22 0.93
tblVehicleEF LDT1 0.24 0.45
tblVehicleEF LDT2 5.1640e-003 3.5680e-003
tblVehicleEF LDT2 6.4600e-003 0.07
tblVehicleEF LDT2 0.71 0.85
tblVehicleEF LDT2 1.39 2.68
tblVehicleEF LDT2 342.68 324.29
tblVehicleEF LDT2 78.65 69.43
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 0.11 0.28
tblVehicleEF LDT2 1.6000e-003 1.4090e-003
tblVehicleEF LDT2 2.3460e-003 1.8660e-003
tblVehicleEF LDT2 1.4710e-003 1.2970e-003
tblVehicleEF LDT2 2.1570e-003 1.7160e-003
tblVehicleEF LDT2 0.07 0.09
tblVehicleEF LDT2 0.11 0.13
tblVehicleEF LDT2 0.05 0.07
tblVehicleEF LDT2 0.01 0.01
tblVehicleEF LDT2 0.06 0.41
tblVehicleEF LDT2 0.09 0.31
tblVehicleEF LDT2 3.4320e-003 3.1880e-003
tblVehicleEF LDT2 8.1000e-004 6.8300e-004
tblVehicleEF LDT2 0.07 0.09
tblVehicleEF LDT2 0.11 0.13
tblVehicleEF LDT2 0.05 0.07
CalEEMod Version: CalEEMod.2016.3.2 Page 14 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2304 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.06 0.41
tblVehicleEF LDT2 0.10 0.34
tblVehicleEF LDT2 5.8560e-003 4.0040e-003
tblVehicleEF LDT2 5.6090e-003 0.06
tblVehicleEF LDT2 0.87 1.02
tblVehicleEF LDT2 1.23 2.24
tblVehicleEF LDT2 372.88 345.21
tblVehicleEF LDT2 78.65 68.58
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 0.11 0.26
tblVehicleEF LDT2 1.6000e-003 1.4090e-003
tblVehicleEF LDT2 2.3460e-003 1.8660e-003
tblVehicleEF LDT2 1.4710e-003 1.2970e-003
tblVehicleEF LDT2 2.1570e-003 1.7160e-003
tblVehicleEF LDT2 0.13 0.16
tblVehicleEF LDT2 0.13 0.14
tblVehicleEF LDT2 0.10 0.14
tblVehicleEF LDT2 0.01 0.02
tblVehicleEF LDT2 0.06 0.40
tblVehicleEF LDT2 0.08 0.27
tblVehicleEF LDT2 3.7360e-003 3.3930e-003
tblVehicleEF LDT2 8.0700e-004 6.7400e-004
tblVehicleEF LDT2 0.13 0.16
tblVehicleEF LDT2 0.13 0.14
tblVehicleEF LDT2 0.10 0.14
tblVehicleEF LDT2 0.02 0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 15 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2305 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT2 0.06 0.40
tblVehicleEF LDT2 0.08 0.29
tblVehicleEF LDT2 4.9650e-003 3.5090e-003
tblVehicleEF LDT2 6.6500e-003 0.07
tblVehicleEF LDT2 0.67 0.82
tblVehicleEF LDT2 1.42 2.66
tblVehicleEF LDT2 333.62 320.76
tblVehicleEF LDT2 78.65 69.40
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 0.11 0.28
tblVehicleEF LDT2 1.6000e-003 1.4090e-003
tblVehicleEF LDT2 2.3460e-003 1.8660e-003
tblVehicleEF LDT2 1.4710e-003 1.2970e-003
tblVehicleEF LDT2 2.1570e-003 1.7160e-003
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.12 0.14
tblVehicleEF LDT2 0.04 0.07
tblVehicleEF LDT2 0.01 0.01
tblVehicleEF LDT2 0.07 0.47
tblVehicleEF LDT2 0.09 0.31
tblVehicleEF LDT2 3.3410e-003 3.1530e-003
tblVehicleEF LDT2 8.1000e-004 6.8200e-004
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.12 0.14
tblVehicleEF LDT2 0.04 0.07
tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.07 0.47
CalEEMod Version: CalEEMod.2016.3.2 Page 16 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2306 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT2 0.10 0.34
tblVehicleEF LHD1 5.1810e-003 4.6570e-003
tblVehicleEF LHD1 9.5070e-003 4.8740e-003
tblVehicleEF LHD1 0.02 0.01
tblVehicleEF LHD1 0.14 0.17
tblVehicleEF LHD1 0.88 0.66
tblVehicleEF LHD1 2.26 0.92
tblVehicleEF LHD1 9.26 9.43
tblVehicleEF LHD1 602.20 628.02
tblVehicleEF LHD1 29.86 10.15
tblVehicleEF LHD1 0.09 0.08
tblVehicleEF LHD1 2.06 1.53
tblVehicleEF LHD1 0.96 0.29
tblVehicleEF LHD1 9.7000e-004 1.0050e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 8.2900e-004 2.1900e-004
tblVehicleEF LHD1 9.2800e-004 9.6200e-004
tblVehicleEF LHD1 2.5490e-003 2.5150e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 7.6200e-004 2.0100e-004
tblVehicleEF LHD1 3.7780e-003 2.5170e-003
tblVehicleEF LHD1 0.10 0.07
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 1.8760e-003 1.3130e-003
tblVehicleEF LHD1 0.07 0.06
tblVehicleEF LHD1 0.31 0.46
CalEEMod Version: CalEEMod.2016.3.2 Page 17 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2307 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 0.24 0.07
tblVehicleEF LHD1 9.2000e-005 9.1000e-005
tblVehicleEF LHD1 5.9030e-003 6.1050e-003
tblVehicleEF LHD1 3.4200e-004 1.0000e-004
tblVehicleEF LHD1 3.7780e-003 2.5170e-003
tblVehicleEF LHD1 0.10 0.07
tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 1.8760e-003 1.3130e-003
tblVehicleEF LHD1 0.09 0.07
tblVehicleEF LHD1 0.31 0.46
tblVehicleEF LHD1 0.27 0.08
tblVehicleEF LHD1 5.1810e-003 4.6710e-003
tblVehicleEF LHD1 9.6980e-003 4.9550e-003
tblVehicleEF LHD1 0.02 0.01
tblVehicleEF LHD1 0.14 0.17
tblVehicleEF LHD1 0.89 0.67
tblVehicleEF LHD1 2.15 0.87
tblVehicleEF LHD1 9.26 9.43
tblVehicleEF LHD1 602.20 628.04
tblVehicleEF LHD1 29.86 10.07
tblVehicleEF LHD1 0.09 0.08
tblVehicleEF LHD1 1.94 1.44
tblVehicleEF LHD1 0.93 0.28
tblVehicleEF LHD1 9.7000e-004 1.0050e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 8.2900e-004 2.1900e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 18 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2308 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 9.2800e-004 9.6200e-004
tblVehicleEF LHD1 2.5490e-003 2.5150e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 7.6200e-004 2.0100e-004
tblVehicleEF LHD1 7.0590e-003 4.4750e-003
tblVehicleEF LHD1 0.12 0.08
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 3.5660e-003 2.5190e-003
tblVehicleEF LHD1 0.07 0.06
tblVehicleEF LHD1 0.32 0.46
tblVehicleEF LHD1 0.23 0.07
tblVehicleEF LHD1 9.2000e-005 9.1000e-005
tblVehicleEF LHD1 5.9030e-003 6.1050e-003
tblVehicleEF LHD1 3.4000e-004 1.0000e-004
tblVehicleEF LHD1 7.0590e-003 4.4750e-003
tblVehicleEF LHD1 0.12 0.08
tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 3.5660e-003 2.5190e-003
tblVehicleEF LHD1 0.09 0.07
tblVehicleEF LHD1 0.32 0.46
tblVehicleEF LHD1 0.25 0.08
tblVehicleEF LHD1 5.1810e-003 4.6600e-003
tblVehicleEF LHD1 9.4900e-003 4.8830e-003
tblVehicleEF LHD1 0.02 0.01
tblVehicleEF LHD1 0.14 0.17
tblVehicleEF LHD1 0.88 0.66
tblVehicleEF LHD1 2.26 0.91
CalEEMod Version: CalEEMod.2016.3.2 Page 19 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2309 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 9.26 9.43
tblVehicleEF LHD1 602.20 628.03
tblVehicleEF LHD1 29.86 10.14
tblVehicleEF LHD1 0.09 0.08
tblVehicleEF LHD1 2.04 1.51
tblVehicleEF LHD1 0.95 0.29
tblVehicleEF LHD1 9.7000e-004 1.0050e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 8.2900e-004 2.1900e-004
tblVehicleEF LHD1 9.2800e-004 9.6200e-004
tblVehicleEF LHD1 2.5490e-003 2.5150e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 7.6200e-004 2.0100e-004
tblVehicleEF LHD1 3.3490e-003 2.6470e-003
tblVehicleEF LHD1 0.11 0.08
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 1.7110e-003 1.3780e-003
tblVehicleEF LHD1 0.07 0.06
tblVehicleEF LHD1 0.34 0.49
tblVehicleEF LHD1 0.24 0.07
tblVehicleEF LHD1 9.2000e-005 9.1000e-005
tblVehicleEF LHD1 5.9020e-003 6.1050e-003
tblVehicleEF LHD1 3.4200e-004 1.0000e-004
tblVehicleEF LHD1 3.3490e-003 2.6470e-003
tblVehicleEF LHD1 0.11 0.08
tblVehicleEF LHD1 0.02 0.03
CalEEMod Version: CalEEMod.2016.3.2 Page 20 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2310 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 1.7110e-003 1.3780e-003
tblVehicleEF LHD1 0.09 0.07
tblVehicleEF LHD1 0.34 0.49
tblVehicleEF LHD1 0.27 0.08
tblVehicleEF LHD2 3.4600e-003 2.8390e-003
tblVehicleEF LHD2 4.0020e-003 3.5160e-003
tblVehicleEF LHD2 7.4040e-003 7.6560e-003
tblVehicleEF LHD2 0.12 0.13
tblVehicleEF LHD2 0.45 0.48
tblVehicleEF LHD2 1.08 0.49
tblVehicleEF LHD2 14.41 15.04
tblVehicleEF LHD2 598.41 622.37
tblVehicleEF LHD2 23.24 6.52
tblVehicleEF LHD2 0.11 0.13
tblVehicleEF LHD2 1.50 1.67
tblVehicleEF LHD2 0.50 0.17
tblVehicleEF LHD2 1.3120e-003 1.5070e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.7000e-004 1.0100e-004
tblVehicleEF LHD2 1.2550e-003 1.4420e-003
tblVehicleEF LHD2 2.7000e-003 2.7370e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.4000e-004 9.3000e-005
tblVehicleEF LHD2 1.4050e-003 1.1710e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.01 0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 21 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2311 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 7.4200e-004 6.3000e-004
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.10 0.04
tblVehicleEF LHD2 1.4000e-004 1.4300e-004
tblVehicleEF LHD2 5.8170e-003 5.9880e-003
tblVehicleEF LHD2 2.5200e-004 6.5000e-005
tblVehicleEF LHD2 1.4050e-003 1.1710e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 7.4200e-004 6.3000e-004
tblVehicleEF LHD2 0.06 0.07
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.11 0.04
tblVehicleEF LHD2 3.4600e-003 2.8460e-003
tblVehicleEF LHD2 4.0450e-003 3.5410e-003
tblVehicleEF LHD2 7.1500e-003 7.3630e-003
tblVehicleEF LHD2 0.12 0.13
tblVehicleEF LHD2 0.45 0.48
tblVehicleEF LHD2 1.04 0.47
tblVehicleEF LHD2 14.41 15.04
tblVehicleEF LHD2 598.41 622.37
tblVehicleEF LHD2 23.24 6.47
tblVehicleEF LHD2 0.11 0.13
tblVehicleEF LHD2 1.41 1.58
tblVehicleEF LHD2 0.48 0.16
tblVehicleEF LHD2 1.3120e-003 1.5070e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 22 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2312 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.7000e-004 1.0100e-004
tblVehicleEF LHD2 1.2550e-003 1.4420e-003
tblVehicleEF LHD2 2.7000e-003 2.7370e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.4000e-004 9.3000e-005
tblVehicleEF LHD2 2.6530e-003 2.0860e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.01 0.02
tblVehicleEF LHD2 1.3950e-003 1.2080e-003
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.10 0.04
tblVehicleEF LHD2 1.4000e-004 1.4300e-004
tblVehicleEF LHD2 5.8170e-003 5.9880e-003
tblVehicleEF LHD2 2.5100e-004 6.4000e-005
tblVehicleEF LHD2 2.6530e-003 2.0860e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 1.3950e-003 1.2080e-003
tblVehicleEF LHD2 0.06 0.07
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.11 0.04
tblVehicleEF LHD2 3.4600e-003 2.8400e-003
tblVehicleEF LHD2 3.9920e-003 3.5200e-003
tblVehicleEF LHD2 7.4470e-003 7.6030e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 23 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2313 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 0.12 0.13
tblVehicleEF LHD2 0.45 0.48
tblVehicleEF LHD2 1.09 0.49
tblVehicleEF LHD2 14.41 15.04
tblVehicleEF LHD2 598.41 622.37
tblVehicleEF LHD2 23.24 6.51
tblVehicleEF LHD2 0.11 0.13
tblVehicleEF LHD2 1.48 1.65
tblVehicleEF LHD2 0.50 0.16
tblVehicleEF LHD2 1.3120e-003 1.5070e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.7000e-004 1.0100e-004
tblVehicleEF LHD2 1.2550e-003 1.4420e-003
tblVehicleEF LHD2 2.7000e-003 2.7370e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.4000e-004 9.3000e-005
tblVehicleEF LHD2 1.1040e-003 1.2010e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.01 0.02
tblVehicleEF LHD2 6.2900e-004 6.5400e-004
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.08 0.22
tblVehicleEF LHD2 0.10 0.04
tblVehicleEF LHD2 1.4000e-004 1.4300e-004
tblVehicleEF LHD2 5.8170e-003 5.9880e-003
tblVehicleEF LHD2 2.5200e-004 6.4000e-005
CalEEMod Version: CalEEMod.2016.3.2 Page 24 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2314 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 1.1040e-003 1.2010e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 6.2900e-004 6.5400e-004
tblVehicleEF LHD2 0.06 0.07
tblVehicleEF LHD2 0.08 0.22
tblVehicleEF LHD2 0.11 0.04
tblVehicleEF MCY 0.42 0.31
tblVehicleEF MCY 0.15 0.24
tblVehicleEF MCY 19.14 19.16
tblVehicleEF MCY 9.69 8.62
tblVehicleEF MCY 166.26 207.70
tblVehicleEF MCY 45.80 60.67
tblVehicleEF MCY 1.12 1.13
tblVehicleEF MCY 0.31 0.26
tblVehicleEF MCY 1.8240e-003 1.7610e-003
tblVehicleEF MCY 3.3680e-003 2.8430e-003
tblVehicleEF MCY 1.7050e-003 1.6470e-003
tblVehicleEF MCY 3.1720e-003 2.6760e-003
tblVehicleEF MCY 1.69 1.43
tblVehicleEF MCY 0.85 0.79
tblVehicleEF MCY 0.92 0.76
tblVehicleEF MCY 2.13 2.13
tblVehicleEF MCY 0.56 1.82
tblVehicleEF MCY 2.06 1.84
tblVehicleEF MCY 2.0370e-003 2.0550e-003
tblVehicleEF MCY 6.7700e-004 6.0000e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 25 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2315 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MCY 1.69 1.43
tblVehicleEF MCY 0.85 0.79
tblVehicleEF MCY 0.92 0.76
tblVehicleEF MCY 2.63 2.63
tblVehicleEF MCY 0.56 1.82
tblVehicleEF MCY 2.24 2.00
tblVehicleEF MCY 0.42 0.31
tblVehicleEF MCY 0.14 0.21
tblVehicleEF MCY 19.85 19.13
tblVehicleEF MCY 9.10 7.90
tblVehicleEF MCY 166.26 207.50
tblVehicleEF MCY 45.80 58.76
tblVehicleEF MCY 0.98 0.98
tblVehicleEF MCY 0.29 0.25
tblVehicleEF MCY 1.8240e-003 1.7610e-003
tblVehicleEF MCY 3.3680e-003 2.8430e-003
tblVehicleEF MCY 1.7050e-003 1.6470e-003
tblVehicleEF MCY 3.1720e-003 2.6760e-003
tblVehicleEF MCY 3.36 2.74
tblVehicleEF MCY 1.24 1.09
tblVehicleEF MCY 2.10 1.72
tblVehicleEF MCY 2.11 2.09
tblVehicleEF MCY 0.56 1.79
tblVehicleEF MCY 1.85 1.61
tblVehicleEF MCY 2.0480e-003 2.0530e-003
tblVehicleEF MCY 6.6100e-004 5.8100e-004
tblVehicleEF MCY 3.36 2.74
CalEEMod Version: CalEEMod.2016.3.2 Page 26 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2316 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MCY 1.24 1.09
tblVehicleEF MCY 2.10 1.72
tblVehicleEF MCY 2.61 2.57
tblVehicleEF MCY 0.56 1.79
tblVehicleEF MCY 2.01 1.76
tblVehicleEF MCY 0.42 0.31
tblVehicleEF MCY 0.15 0.24
tblVehicleEF MCY 18.68 18.59
tblVehicleEF MCY 9.65 8.41
tblVehicleEF MCY 166.26 206.72
tblVehicleEF MCY 45.80 60.18
tblVehicleEF MCY 1.12 1.09
tblVehicleEF MCY 0.31 0.26
tblVehicleEF MCY 1.8240e-003 1.7610e-003
tblVehicleEF MCY 3.3680e-003 2.8430e-003
tblVehicleEF MCY 1.7050e-003 1.6470e-003
tblVehicleEF MCY 3.1720e-003 2.6760e-003
tblVehicleEF MCY 1.60 1.64
tblVehicleEF MCY 1.04 1.06
tblVehicleEF MCY 0.74 0.76
tblVehicleEF MCY 2.12 2.11
tblVehicleEF MCY 0.64 2.08
tblVehicleEF MCY 2.07 1.80
tblVehicleEF MCY 2.0300e-003 2.0460e-003
tblVehicleEF MCY 6.7700e-004 5.9600e-004
tblVehicleEF MCY 1.60 1.64
tblVehicleEF MCY 1.04 1.06
CalEEMod Version: CalEEMod.2016.3.2 Page 27 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2317 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MCY 0.74 0.76
tblVehicleEF MCY 2.62 2.60
tblVehicleEF MCY 0.64 2.08
tblVehicleEF MCY 2.26 1.96
tblVehicleEF MDV 0.01 4.7140e-003
tblVehicleEF MDV 0.02 0.08
tblVehicleEF MDV 1.26 1.01
tblVehicleEF MDV 2.88 3.15
tblVehicleEF MDV 474.24 407.49
tblVehicleEF MDV 107.24 86.52
tblVehicleEF MDV 0.15 0.10
tblVehicleEF MDV 0.27 0.36
tblVehicleEF MDV 1.6800e-003 1.4810e-003
tblVehicleEF MDV 2.4130e-003 1.9440e-003
tblVehicleEF MDV 1.5490e-003 1.3660e-003
tblVehicleEF MDV 2.2190e-003 1.7870e-003
tblVehicleEF MDV 0.11 0.11
tblVehicleEF MDV 0.20 0.16
tblVehicleEF MDV 0.09 0.09
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.11 0.47
tblVehicleEF MDV 0.22 0.41
tblVehicleEF MDV 4.7510e-003 4.0030e-003
tblVehicleEF MDV 1.1230e-003 8.5100e-004
tblVehicleEF MDV 0.11 0.11
tblVehicleEF MDV 0.20 0.16
tblVehicleEF MDV 0.09 0.09
CalEEMod Version: CalEEMod.2016.3.2 Page 28 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2318 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MDV 0.04 0.03
tblVehicleEF MDV 0.11 0.47
tblVehicleEF MDV 0.24 0.45
tblVehicleEF MDV 0.01 5.2950e-003
tblVehicleEF MDV 0.01 0.07
tblVehicleEF MDV 1.53 1.20
tblVehicleEF MDV 2.54 2.62
tblVehicleEF MDV 514.80 429.84
tblVehicleEF MDV 107.24 85.49
tblVehicleEF MDV 0.14 0.09
tblVehicleEF MDV 0.26 0.34
tblVehicleEF MDV 1.6800e-003 1.4810e-003
tblVehicleEF MDV 2.4130e-003 1.9440e-003
tblVehicleEF MDV 1.5490e-003 1.3660e-003
tblVehicleEF MDV 2.2190e-003 1.7870e-003
tblVehicleEF MDV 0.21 0.20
tblVehicleEF MDV 0.23 0.17
tblVehicleEF MDV 0.17 0.17
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.11 0.46
tblVehicleEF MDV 0.19 0.35
tblVehicleEF MDV 5.1610e-003 4.2230e-003
tblVehicleEF MDV 1.1170e-003 8.4100e-004
tblVehicleEF MDV 0.21 0.20
tblVehicleEF MDV 0.23 0.17
tblVehicleEF MDV 0.17 0.17
tblVehicleEF MDV 0.05 0.03
CalEEMod Version: CalEEMod.2016.3.2 Page 29 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2319 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MDV 0.11 0.46
tblVehicleEF MDV 0.21 0.39
tblVehicleEF MDV 0.01 4.6310e-003
tblVehicleEF MDV 0.02 0.08
tblVehicleEF MDV 1.18 0.97
tblVehicleEF MDV 2.94 3.12
tblVehicleEF MDV 462.11 403.72
tblVehicleEF MDV 107.24 86.49
tblVehicleEF MDV 0.14 0.10
tblVehicleEF MDV 0.27 0.36
tblVehicleEF MDV 1.6800e-003 1.4810e-003
tblVehicleEF MDV 2.4130e-003 1.9440e-003
tblVehicleEF MDV 1.5490e-003 1.3660e-003
tblVehicleEF MDV 2.2190e-003 1.7870e-003
tblVehicleEF MDV 0.09 0.10
tblVehicleEF MDV 0.21 0.17
tblVehicleEF MDV 0.08 0.10
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.13 0.54
tblVehicleEF MDV 0.23 0.41
tblVehicleEF MDV 4.6290e-003 3.9660e-003
tblVehicleEF MDV 1.1240e-003 8.5000e-004
tblVehicleEF MDV 0.09 0.10
tblVehicleEF MDV 0.21 0.17
tblVehicleEF MDV 0.08 0.10
tblVehicleEF MDV 0.04 0.03
tblVehicleEF MDV 0.13 0.54
CalEEMod Version: CalEEMod.2016.3.2 Page 30 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2320 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MDV 0.25 0.45
tblVehicleEF MH 0.03 3.3380e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.33 0.34
tblVehicleEF MH 5.58 0.00
tblVehicleEF MH 998.83 935.85
tblVehicleEF MH 57.38 0.00
tblVehicleEF MH 1.57 4.40
tblVehicleEF MH 0.82 0.00
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.04 0.14
tblVehicleEF MH 1.0280e-003 0.00
tblVehicleEF MH 3.2460e-003 4.0000e-003
tblVehicleEF MH 0.04 0.13
tblVehicleEF MH 9.4600e-004 0.00
tblVehicleEF MH 1.47 0.00
tblVehicleEF MH 0.08 0.00
tblVehicleEF MH 0.51 0.00
tblVehicleEF MH 0.08 0.07
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.33 0.00
tblVehicleEF MH 9.9070e-003 8.8470e-003
tblVehicleEF MH 6.7100e-004 0.00
tblVehicleEF MH 1.47 0.00
tblVehicleEF MH 0.08 0.00
tblVehicleEF MH 0.51 0.00
tblVehicleEF MH 0.11 0.08
CalEEMod Version: CalEEMod.2016.3.2 Page 31 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2321 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.36 0.00
tblVehicleEF MH 0.03 3.3380e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.40 0.34
tblVehicleEF MH 5.19 0.00
tblVehicleEF MH 998.83 935.85
tblVehicleEF MH 57.38 0.00
tblVehicleEF MH 1.46 4.15
tblVehicleEF MH 0.79 0.00
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.04 0.14
tblVehicleEF MH 1.0280e-003 0.00
tblVehicleEF MH 3.2460e-003 4.0000e-003
tblVehicleEF MH 0.04 0.13
tblVehicleEF MH 9.4600e-004 0.00
tblVehicleEF MH 2.69 0.00
tblVehicleEF MH 0.09 0.00
tblVehicleEF MH 1.00 0.00
tblVehicleEF MH 0.09 0.07
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.31 0.00
tblVehicleEF MH 9.9080e-003 8.8470e-003
tblVehicleEF MH 6.6400e-004 0.00
tblVehicleEF MH 2.69 0.00
tblVehicleEF MH 0.09 0.00
tblVehicleEF MH 1.00 0.00
CalEEMod Version: CalEEMod.2016.3.2 Page 32 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2322 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MH 0.12 0.08
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.34 0.00
tblVehicleEF MH 0.03 3.3380e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.32 0.34
tblVehicleEF MH 5.61 0.00
tblVehicleEF MH 998.83 935.85
tblVehicleEF MH 57.38 0.00
tblVehicleEF MH 1.55 4.33
tblVehicleEF MH 0.82 0.00
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.04 0.14
tblVehicleEF MH 1.0280e-003 0.00
tblVehicleEF MH 3.2460e-003 4.0000e-003
tblVehicleEF MH 0.04 0.13
tblVehicleEF MH 9.4600e-004 0.00
tblVehicleEF MH 1.48 0.00
tblVehicleEF MH 0.10 0.00
tblVehicleEF MH 0.50 0.00
tblVehicleEF MH 0.08 0.07
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.33 0.00
tblVehicleEF MH 9.9070e-003 8.8470e-003
tblVehicleEF MH 6.7200e-004 0.00
tblVehicleEF MH 1.48 0.00
tblVehicleEF MH 0.10 0.00
CalEEMod Version: CalEEMod.2016.3.2 Page 33 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2323 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MH 0.50 0.00
tblVehicleEF MH 0.11 0.08
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.36 0.00
tblVehicleEF MHD 0.02 2.7360e-003
tblVehicleEF MHD 3.1970e-003 3.0240e-003
tblVehicleEF MHD 0.05 7.0010e-003
tblVehicleEF MHD 0.35 0.32
tblVehicleEF MHD 0.24 0.31
tblVehicleEF MHD 5.47 0.82
tblVehicleEF MHD 152.51 70.86
tblVehicleEF MHD 1,062.94 946.77
tblVehicleEF MHD 54.61 7.06
tblVehicleEF MHD 0.61 0.56
tblVehicleEF MHD 0.89 1.59
tblVehicleEF MHD 11.52 1.41
tblVehicleEF MHD 9.8000e-004 1.4660e-003
tblVehicleEF MHD 5.7040e-003 0.05
tblVehicleEF MHD 7.4900e-004 8.2000e-005
tblVehicleEF MHD 9.3700e-004 1.4030e-003
tblVehicleEF MHD 5.4540e-003 0.04
tblVehicleEF MHD 6.8900e-004 7.5000e-005
tblVehicleEF MHD 1.6000e-003 4.3900e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.02
tblVehicleEF MHD 8.0100e-004 2.3500e-004
tblVehicleEF MHD 0.03 0.05
CalEEMod Version: CalEEMod.2016.3.2 Page 34 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2324 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.33 0.04
tblVehicleEF MHD 1.4660e-003 6.7200e-004
tblVehicleEF MHD 0.01 8.9930e-003
tblVehicleEF MHD 6.4200e-004 7.0000e-005
tblVehicleEF MHD 1.6000e-003 4.3900e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.04 0.02
tblVehicleEF MHD 8.0100e-004 2.3500e-004
tblVehicleEF MHD 0.03 0.06
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.36 0.04
tblVehicleEF MHD 0.02 2.6030e-003
tblVehicleEF MHD 3.2380e-003 3.0420e-003
tblVehicleEF MHD 0.05 6.7280e-003
tblVehicleEF MHD 0.25 0.27
tblVehicleEF MHD 0.25 0.31
tblVehicleEF MHD 5.23 0.77
tblVehicleEF MHD 161.54 71.77
tblVehicleEF MHD 1,062.94 946.77
tblVehicleEF MHD 54.61 6.98
tblVehicleEF MHD 0.63 0.57
tblVehicleEF MHD 0.83 1.50
tblVehicleEF MHD 11.50 1.41
tblVehicleEF MHD 8.2600e-004 1.2390e-003
tblVehicleEF MHD 5.7040e-003 0.05
tblVehicleEF MHD 7.4900e-004 8.2000e-005
CalEEMod Version: CalEEMod.2016.3.2 Page 35 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2325 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 7.9000e-004 1.1850e-003
tblVehicleEF MHD 5.4540e-003 0.04
tblVehicleEF MHD 6.8900e-004 7.5000e-005
tblVehicleEF MHD 3.0890e-003 7.9100e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.02 0.02
tblVehicleEF MHD 1.5560e-003 4.6400e-004
tblVehicleEF MHD 0.03 0.05
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.32 0.04
tblVehicleEF MHD 1.5510e-003 6.8000e-004
tblVehicleEF MHD 0.01 8.9930e-003
tblVehicleEF MHD 6.3800e-004 6.9000e-005
tblVehicleEF MHD 3.0890e-003 7.9100e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.02
tblVehicleEF MHD 1.5560e-003 4.6400e-004
tblVehicleEF MHD 0.03 0.06
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.35 0.04
tblVehicleEF MHD 0.02 2.9320e-003
tblVehicleEF MHD 3.1690e-003 3.0250e-003
tblVehicleEF MHD 0.05 6.9370e-003
tblVehicleEF MHD 0.48 0.39
tblVehicleEF MHD 0.24 0.31
tblVehicleEF MHD 5.56 0.81
tblVehicleEF MHD 140.03 69.60
CalEEMod Version: CalEEMod.2016.3.2 Page 36 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2326 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 1,062.94 946.77
tblVehicleEF MHD 54.61 7.04
tblVehicleEF MHD 0.58 0.56
tblVehicleEF MHD 0.88 1.57
tblVehicleEF MHD 11.53 1.41
tblVehicleEF MHD 1.1920e-003 1.7800e-003
tblVehicleEF MHD 5.7040e-003 0.05
tblVehicleEF MHD 7.4900e-004 8.2000e-005
tblVehicleEF MHD 1.1400e-003 1.7030e-003
tblVehicleEF MHD 5.4540e-003 0.04
tblVehicleEF MHD 6.8900e-004 7.5000e-005
tblVehicleEF MHD 1.1940e-003 4.6300e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.02
tblVehicleEF MHD 6.2900e-004 2.4800e-004
tblVehicleEF MHD 0.03 0.05
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.34 0.04
tblVehicleEF MHD 1.3480e-003 6.6000e-004
tblVehicleEF MHD 0.01 8.9930e-003
tblVehicleEF MHD 6.4300e-004 7.0000e-005
tblVehicleEF MHD 1.1940e-003 4.6300e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.04 0.02
tblVehicleEF MHD 6.2900e-004 2.4800e-004
tblVehicleEF MHD 0.03 0.06
tblVehicleEF MHD 0.02 0.08
CalEEMod Version: CalEEMod.2016.3.2 Page 37 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2327 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 0.37 0.04
tblVehicleEF OBUS 0.01 8.6190e-003
tblVehicleEF OBUS 6.8270e-003 7.1940e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.27 0.48
tblVehicleEF OBUS 0.46 0.87
tblVehicleEF OBUS 5.79 2.73
tblVehicleEF OBUS 74.97 66.93
tblVehicleEF OBUS 1,092.94 1,366.52
tblVehicleEF OBUS 69.71 21.52
tblVehicleEF OBUS 0.31 0.30
tblVehicleEF OBUS 0.97 1.35
tblVehicleEF OBUS 2.13 0.63
tblVehicleEF OBUS 6.8000e-005 5.7600e-004
tblVehicleEF OBUS 5.0070e-003 0.02
tblVehicleEF OBUS 8.4500e-004 2.1400e-004
tblVehicleEF OBUS 6.5000e-005 5.5200e-004
tblVehicleEF OBUS 4.7740e-003 0.02
tblVehicleEF OBUS 7.7700e-004 1.9600e-004
tblVehicleEF OBUS 2.1110e-003 2.6570e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.04 0.05
tblVehicleEF OBUS 9.1000e-004 1.1650e-003
tblVehicleEF OBUS 0.03 0.06
tblVehicleEF OBUS 0.05 0.29
tblVehicleEF OBUS 0.36 0.13
tblVehicleEF OBUS 7.2800e-004 6.3900e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 38 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2328 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9900e-004 2.1300e-004
tblVehicleEF OBUS 2.1110e-003 2.6570e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.05 0.06
tblVehicleEF OBUS 9.1000e-004 1.1650e-003
tblVehicleEF OBUS 0.04 0.08
tblVehicleEF OBUS 0.05 0.29
tblVehicleEF OBUS 0.39 0.14
tblVehicleEF OBUS 0.01 8.6710e-003
tblVehicleEF OBUS 6.9570e-003 7.3440e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.26 0.47
tblVehicleEF OBUS 0.46 0.88
tblVehicleEF OBUS 5.41 2.54
tblVehicleEF OBUS 78.41 66.84
tblVehicleEF OBUS 1,092.94 1,366.56
tblVehicleEF OBUS 69.71 21.19
tblVehicleEF OBUS 0.32 0.29
tblVehicleEF OBUS 0.91 1.26
tblVehicleEF OBUS 2.10 0.62
tblVehicleEF OBUS 5.7000e-005 4.8900e-004
tblVehicleEF OBUS 5.0070e-003 0.02
tblVehicleEF OBUS 8.4500e-004 2.1400e-004
tblVehicleEF OBUS 5.4000e-005 4.6800e-004
tblVehicleEF OBUS 4.7740e-003 0.02
tblVehicleEF OBUS 7.7700e-004 1.9600e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 39 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2329 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF OBUS 3.9250e-003 4.6820e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.04 0.05
tblVehicleEF OBUS 1.7420e-003 2.2520e-003
tblVehicleEF OBUS 0.03 0.06
tblVehicleEF OBUS 0.05 0.29
tblVehicleEF OBUS 0.34 0.12
tblVehicleEF OBUS 7.6000e-004 6.3800e-004
tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9200e-004 2.1000e-004
tblVehicleEF OBUS 3.9250e-003 4.6820e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.05 0.07
tblVehicleEF OBUS 1.7420e-003 2.2520e-003
tblVehicleEF OBUS 0.04 0.08
tblVehicleEF OBUS 0.05 0.29
tblVehicleEF OBUS 0.38 0.14
tblVehicleEF OBUS 0.01 8.5850e-003
tblVehicleEF OBUS 6.8060e-003 7.2070e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.28 0.49
tblVehicleEF OBUS 0.46 0.87
tblVehicleEF OBUS 5.84 2.72
tblVehicleEF OBUS 70.22 67.05
tblVehicleEF OBUS 1,092.94 1,366.53
tblVehicleEF OBUS 69.71 21.50
tblVehicleEF OBUS 0.29 0.31
CalEEMod Version: CalEEMod.2016.3.2 Page 40 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2330 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF OBUS 0.97 1.33
tblVehicleEF OBUS 2.13 0.62
tblVehicleEF OBUS 8.2000e-005 6.9700e-004
tblVehicleEF OBUS 5.0070e-003 0.02
tblVehicleEF OBUS 8.4500e-004 2.1400e-004
tblVehicleEF OBUS 7.9000e-005 6.6700e-004
tblVehicleEF OBUS 4.7740e-003 0.02
tblVehicleEF OBUS 7.7700e-004 1.9600e-004
tblVehicleEF OBUS 1.8300e-003 2.7860e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.04 0.05
tblVehicleEF OBUS 8.3900e-004 1.2410e-003
tblVehicleEF OBUS 0.03 0.06
tblVehicleEF OBUS 0.05 0.31
tblVehicleEF OBUS 0.36 0.13
tblVehicleEF OBUS 6.8200e-004 6.4000e-004
tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9900e-004 2.1300e-004
tblVehicleEF OBUS 1.8300e-003 2.7860e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.05 0.06
tblVehicleEF OBUS 8.3900e-004 1.2410e-003
tblVehicleEF OBUS 0.04 0.08
tblVehicleEF OBUS 0.05 0.31
tblVehicleEF OBUS 0.40 0.14
tblVehicleEF SBUS 0.82 0.09
tblVehicleEF SBUS 0.01 6.8650e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 41 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2331 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 0.06 8.0490e-003
tblVehicleEF SBUS 7.82 3.40
tblVehicleEF SBUS 0.60 0.57
tblVehicleEF SBUS 6.53 1.09
tblVehicleEF SBUS 1,137.52 372.28
tblVehicleEF SBUS 1,098.11 1,106.71
tblVehicleEF SBUS 54.55 6.95
tblVehicleEF SBUS 9.42 3.42
tblVehicleEF SBUS 4.31 4.61
tblVehicleEF SBUS 12.32 0.72
tblVehicleEF SBUS 9.5680e-003 3.6140e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.7600e-004 4.6000e-005
tblVehicleEF SBUS 9.1540e-003 3.4580e-003
tblVehicleEF SBUS 2.6910e-003 2.6470e-003
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.3700e-004 4.2000e-005
tblVehicleEF SBUS 4.8460e-003 1.4760e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 0.93 0.41
tblVehicleEF SBUS 2.2980e-003 7.3900e-004
tblVehicleEF SBUS 0.10 0.10
tblVehicleEF SBUS 0.02 0.06
tblVehicleEF SBUS 0.36 0.05
tblVehicleEF SBUS 0.01 3.5600e-003
tblVehicleEF SBUS 0.01 0.01
CalEEMod Version: CalEEMod.2016.3.2 Page 42 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2332 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 6.5900e-004 6.9000e-005
tblVehicleEF SBUS 4.8460e-003 1.4760e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 1.33 0.59
tblVehicleEF SBUS 2.2980e-003 7.3900e-004
tblVehicleEF SBUS 0.12 0.11
tblVehicleEF SBUS 0.02 0.06
tblVehicleEF SBUS 0.39 0.05
tblVehicleEF SBUS 0.82 0.09
tblVehicleEF SBUS 0.01 6.9520e-003
tblVehicleEF SBUS 0.05 6.7100e-003
tblVehicleEF SBUS 7.71 3.36
tblVehicleEF SBUS 0.61 0.58
tblVehicleEF SBUS 4.73 0.78
tblVehicleEF SBUS 1,189.12 382.15
tblVehicleEF SBUS 1,098.11 1,106.72
tblVehicleEF SBUS 54.55 6.44
tblVehicleEF SBUS 9.72 3.51
tblVehicleEF SBUS 4.05 4.33
tblVehicleEF SBUS 12.29 0.71
tblVehicleEF SBUS 8.0660e-003 3.0540e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.7600e-004 4.6000e-005
tblVehicleEF SBUS 7.7170e-003 2.9220e-003
tblVehicleEF SBUS 2.6910e-003 2.6470e-003
tblVehicleEF SBUS 0.02 0.03
CalEEMod Version: CalEEMod.2016.3.2 Page 43 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2333 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 4.3700e-004 4.2000e-005
tblVehicleEF SBUS 8.7430e-003 2.5870e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 0.92 0.41
tblVehicleEF SBUS 4.2770e-003 1.3760e-003
tblVehicleEF SBUS 0.10 0.10
tblVehicleEF SBUS 0.01 0.06
tblVehicleEF SBUS 0.30 0.04
tblVehicleEF SBUS 0.01 3.6540e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 6.2900e-004 6.4000e-005
tblVehicleEF SBUS 8.7430e-003 2.5870e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 1.33 0.59
tblVehicleEF SBUS 4.2770e-003 1.3760e-003
tblVehicleEF SBUS 0.12 0.11
tblVehicleEF SBUS 0.01 0.06
tblVehicleEF SBUS 0.33 0.04
tblVehicleEF SBUS 0.82 0.09
tblVehicleEF SBUS 0.01 6.8630e-003
tblVehicleEF SBUS 0.06 8.1930e-003
tblVehicleEF SBUS 7.98 3.46
tblVehicleEF SBUS 0.60 0.57
tblVehicleEF SBUS 6.89 1.11
tblVehicleEF SBUS 1,066.27 358.65
tblVehicleEF SBUS 1,098.11 1,106.71
tblVehicleEF SBUS 54.55 6.99
CalEEMod Version: CalEEMod.2016.3.2 Page 44 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2334 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 9.00 3.31
tblVehicleEF SBUS 4.26 4.54
tblVehicleEF SBUS 12.33 0.72
tblVehicleEF SBUS 0.01 4.3890e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.7600e-004 4.6000e-005
tblVehicleEF SBUS 0.01 4.1990e-003
tblVehicleEF SBUS 2.6910e-003 2.6470e-003
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.3700e-004 4.2000e-005
tblVehicleEF SBUS 4.2260e-003 1.3980e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 0.93 0.41
tblVehicleEF SBUS 2.2070e-003 7.6500e-004
tblVehicleEF SBUS 0.10 0.10
tblVehicleEF SBUS 0.02 0.08
tblVehicleEF SBUS 0.37 0.05
tblVehicleEF SBUS 0.01 3.4320e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 6.6500e-004 6.9000e-005
tblVehicleEF SBUS 4.2260e-003 1.3980e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 1.34 0.59
tblVehicleEF SBUS 2.2070e-003 7.6500e-004
tblVehicleEF SBUS 0.12 0.11
tblVehicleEF SBUS 0.02 0.08
CalEEMod Version: CalEEMod.2016.3.2 Page 45 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2335 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 0.41 0.05
tblVehicleEF UBUS 1.44 3.04
tblVehicleEF UBUS 0.08 0.03
tblVehicleEF UBUS 7.89 23.58
tblVehicleEF UBUS 14.42 1.90
tblVehicleEF UBUS 1,799.80 1,641.14
tblVehicleEF UBUS 153.89 23.35
tblVehicleEF UBUS 4.15 0.30
tblVehicleEF UBUS 12.31 0.23
tblVehicleEF UBUS 0.49 0.09
tblVehicleEF UBUS 0.01 0.02
tblVehicleEF UBUS 0.04 2.1620e-003
tblVehicleEF UBUS 1.4590e-003 2.1000e-004
tblVehicleEF UBUS 0.21 0.04
tblVehicleEF UBUS 3.0000e-003 5.0570e-003
tblVehicleEF UBUS 0.04 2.0490e-003
tblVehicleEF UBUS 1.3420e-003 1.9300e-004
tblVehicleEF UBUS 9.4280e-003 2.7000e-003
tblVehicleEF UBUS 0.11 0.02
tblVehicleEF UBUS 4.6810e-003 1.0930e-003
tblVehicleEF UBUS 0.46 0.05
tblVehicleEF UBUS 0.02 0.08
tblVehicleEF UBUS 1.13 0.10
tblVehicleEF UBUS 9.6700e-003 6.3860e-003
tblVehicleEF UBUS 1.8000e-003 2.3100e-004
tblVehicleEF UBUS 9.4280e-003 2.7000e-003
tblVehicleEF UBUS 0.11 0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 46 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2336 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF UBUS 4.6810e-003 1.0930e-003
tblVehicleEF UBUS 1.94 3.11
tblVehicleEF UBUS 0.02 0.08
tblVehicleEF UBUS 1.23 0.11
tblVehicleEF UBUS 1.44 3.04
tblVehicleEF UBUS 0.08 0.02
tblVehicleEF UBUS 7.95 23.58
tblVehicleEF UBUS 12.35 1.62
tblVehicleEF UBUS 1,799.80 1,641.14
tblVehicleEF UBUS 153.89 22.87
tblVehicleEF UBUS 3.87 0.30
tblVehicleEF UBUS 12.22 0.22
tblVehicleEF UBUS 0.49 0.09
tblVehicleEF UBUS 0.01 0.02
tblVehicleEF UBUS 0.04 2.1620e-003
tblVehicleEF UBUS 1.4590e-003 2.1000e-004
tblVehicleEF UBUS 0.21 0.04
tblVehicleEF UBUS 3.0000e-003 5.0570e-003
tblVehicleEF UBUS 0.04 2.0490e-003
tblVehicleEF UBUS 1.3420e-003 1.9300e-004
tblVehicleEF UBUS 0.02 4.7970e-003
tblVehicleEF UBUS 0.13 0.02
tblVehicleEF UBUS 9.3920e-003 2.1760e-003
tblVehicleEF UBUS 0.47 0.05
tblVehicleEF UBUS 0.02 0.07
tblVehicleEF UBUS 1.03 0.09
tblVehicleEF UBUS 9.6710e-003 6.3860e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 47 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2337 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF UBUS 1.7640e-003 2.2600e-004
tblVehicleEF UBUS 0.02 4.7970e-003
tblVehicleEF UBUS 0.13 0.02
tblVehicleEF UBUS 9.3920e-003 2.1760e-003
tblVehicleEF UBUS 1.95 3.11
tblVehicleEF UBUS 0.02 0.07
tblVehicleEF UBUS 1.12 0.10
tblVehicleEF UBUS 1.44 3.04
tblVehicleEF UBUS 0.08 0.03
tblVehicleEF UBUS 7.88 23.58
tblVehicleEF UBUS 14.60 1.89
tblVehicleEF UBUS 1,799.80 1,641.14
tblVehicleEF UBUS 153.89 23.33
tblVehicleEF UBUS 4.12 0.30
tblVehicleEF UBUS 12.31 0.23
tblVehicleEF UBUS 0.49 0.09
tblVehicleEF UBUS 0.01 0.02
tblVehicleEF UBUS 0.04 2.1620e-003
tblVehicleEF UBUS 1.4590e-003 2.1000e-004
tblVehicleEF UBUS 0.21 0.04
tblVehicleEF UBUS 3.0000e-003 5.0570e-003
tblVehicleEF UBUS 0.04 2.0490e-003
tblVehicleEF UBUS 1.3420e-003 1.9300e-004
tblVehicleEF UBUS 8.6090e-003 2.7590e-003
tblVehicleEF UBUS 0.13 0.02
tblVehicleEF UBUS 4.2750e-003 1.1470e-003
tblVehicleEF UBUS 0.46 0.05
CalEEMod Version: CalEEMod.2016.3.2 Page 48 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2338 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF UBUS 0.03 0.09
tblVehicleEF UBUS 1.13 0.10
tblVehicleEF UBUS 9.6700e-003 6.3860e-003
tblVehicleEF UBUS 1.8030e-003 2.3100e-004
tblVehicleEF UBUS 8.6090e-003 2.7590e-003
tblVehicleEF UBUS 0.13 0.02
tblVehicleEF UBUS 4.2750e-003 1.1470e-003
tblVehicleEF UBUS 1.94 3.11
tblVehicleEF UBUS 0.03 0.09
tblVehicleEF UBUS 1.24 0.11
tblVehicleTrips CNW_TTP 41.00 0.00
tblVehicleTrips CNW_TTP 41.00 0.00
tblVehicleTrips CW_TTP 59.00 100.00
tblVehicleTrips CW_TTP 59.00 100.00
tblVehicleTrips DV_TP 5.00 0.00
tblVehicleTrips DV_TP 5.00 0.00
tblVehicleTrips PB_TP 3.00 0.00
tblVehicleTrips PB_TP 3.00 0.00
tblVehicleTrips PR_TP 92.00 100.00
tblVehicleTrips PR_TP 92.00 100.00
tblVehicleTrips ST_TR 1.68 1.38
tblVehicleTrips ST_TR 1.68 0.11
tblVehicleTrips SU_TR 1.68 1.38
tblVehicleTrips SU_TR 1.68 0.04
tblVehicleTrips WD_TR 1.68 1.38
tblVehicleTrips WD_TR 1.68 1.27
CalEEMod Version: CalEEMod.2016.3.2 Page 49 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2339 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

2.0 Emissions Summary

2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction
CalEEMod Version: CalEEMod.2016.3.2 Page 50 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2340 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.4228 3.0000e0052.8800e0030.0000 1.0000e0051.0000e0051.0000e0051.0000e0050.0000 5.6000e0035.6000e0031.0000e0050.0000 5.9700e003 Energy 8.8700e0030.0806 0.0677 4.8000e0046.1300e0036.1300e0036.1300e0036.1300e0030.0000 517.9749 517.9749 0.0194 5.2800e003520.0355 Mobile 0.0437 0.0493 0.6314 2.1000e0030.2434 1.1000e0030.2445 0.0646 1.0200e0030.0656 0.0000 193.4289 193.4289 4.2200e0030.0000 193.5344 Offroad 0.0223 0.2313 0.1384 5.8000e0047.9800e0037.9800e0037.3400e0037.3400e0030.0000 50.7922 50.7922 0.0164 0.0000 51.2028 Waste 0.0000 0.0000 0.0000 0.0000 19.3227 0.0000 19.3227 1.1419 0.0000 47.8712 Water 0.0000 0.0000 0.0000 0.0000 7.4289 97.1491 104.5781 0.7670 0.0189 129.3702 Total 0.4977 0.3613 0.8404 3.1600e0030.2434 0.0152 0.2586 0.0646 0.0145 0.0791 26.7517 859.3507 886.1023 1.9491 0.0241 942.0200 Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) Highest
CalEEMod Version: CalEEMod.2016.3.2 Page 51 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2341 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.4228 3.0000e0052.8800e0030.0000 1.0000e0051.0000e0051.0000e0051.0000e0050.0000 5.6000e0035.6000e0031.0000e0050.0000 5.9700e003 Energy 8.8700e0030.0806 0.0677 4.8000e0046.1300e0036.1300e0036.1300e0036.1300e0030.0000 517.9749 517.9749 0.0194 5.2800e003520.0355 Mobile 0.0437 0.0493 0.6314 2.1000e0030.2434 1.1000e0030.2445 0.0646 1.0200e0030.0656 0.0000 193.4289 193.4289 4.2200e0030.0000 193.5344 Offroad 0.0223 0.2313 0.1384 5.8000e0047.9800e0037.9800e0037.3400e0037.3400e0030.0000 50.7922 50.7922 0.0164 0.0000 51.2028 Waste 0.0000 0.0000 0.0000 0.0000 19.3227 0.0000 19.3227 1.1419 0.0000 47.8712 Water 0.0000 0.0000 0.0000 0.0000 7.4289 97.1491 104.5781 0.7670 0.0189 129.3702 Total 0.4977 0.3613 0.8404 3.1600e0030.2434 0.0152 0.2586 0.0646 0.0145 0.0791 26.7517 859.3507 886.1023 1.9491 0.0241 942.0200 Mitigated Operational

3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 10/4/2021 10/3/2021 5 0
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Page 52 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2342 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.1 Mitigation Measures Construction
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 0 8.00 81 0.73
Demolition Excavators 0 8.00 158 0.38
Demolition Rubber Tired Dozers 0 8.00 247 0.40
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 0 0.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating ±sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 0
Acres of Paving: 2.85
CalEEMod Version: CalEEMod.2016.3.2 Page 53 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2343 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 54 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2344 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

4.0 Operational Detail - Mobile

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 55 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2345 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.0437 0.0493 0.6314 2.1000e0030.2434 1.1000e0030.2445 0.0646 1.0200e0030.0656 0.0000 193.4289 193.4289 4.2200e0030.0000 193.5344 Unmitigated 0.0437 0.0493 0.6314 2.1000e0030.2434 1.1000e0030.2445 0.0646 1.0200e0030.0656 0.0000 193.4289 193.4289 4.2200e0030.0000 193.5344

4.1 Mitigation Measures Mobile

4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Other Non-Asphalt Surfaces 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00
Refrigerated Warehouse-No Rail 42.00 42.00 42.00 253,786 253,786 Unrefrigerated Warehouse-No Rail 90.00 7.76 3.10 397,812 397,812 Total 132.00 49.76 45.11 651,598 651,598
CalEEMod Version: CalEEMod.2016.3.2 Page 56 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2346 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Other Non-Asphalt Surfaces 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 Parking Lot 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
Refrigerated Warehouse-No
Rail

16.60 8.40 6.90 100.00 0.00 0.00 100 0 0
Unrefrigerated Warehouse-No
Rail

16.60 8.40 6.90 100.00 0.00 0.00 100 0 0

5.0 Energy Detail

5.1 Mitigation Measures Energy

0.617300 0.041700 0.210500 0.130500 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 Historical Energy Use: N
CalEEMod Version: CalEEMod.2016.3.2 Page 57 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2347 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated

0.0000 0.0000 0.0000 0.0000 0.0000 430.2368 430.2368 0.0178 3.6700e003431.7760 Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000 430.2368 430.2368 0.0178 3.6700e003431.7760 NaturalGas
Mitigated

8.8700e0030.0806 0.0677 4.8000e0046.1300e0036.1300e0036.1300e0036.1300e0030.0000 87.7381 87.7381 1.6800e0031.6100e00388.2595 NaturalGas
Unmitigated

8.8700e0030.0806 0.0677 4.8000e0046.1300e0036.1300e0036.1300e0036.1300e0030.0000 87.7381 87.7381 1.6800e0031.6100e00388.2595

1.5428e
+006

8.3200e0030.0756 0.0635 4.5000e0045.7500e0035.7500e0035.7500e0035.7500e0030.0000 82.3295 82.3295 1.5800e0031.5100e00382.8188 Unrefrigerated
Warehouse-No
Rail
101353 5.5000e0044.9700e0034.1700e0033.0000e0053.8000e0043.8000e0043.8000e0043.8000e0040.0000 5.4086 5.4086 1.0000e0041.0000e0045.4407 Total 8.8700e0030.0806 0.0677 4.8000e0046.1300e0036.1300e0036.1300e0036.1300e0030.0000 87.7381 87.7381 1.6800e0031.6100e00388.2595 Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 58 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2348 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

1.5428e
+006

8.3200e0030.0756 0.0635 4.5000e0045.7500e0035.7500e0035.7500e0035.7500e0030.0000 82.3295 82.3295 1.5800e0031.5100e00382.8188 Unrefrigerated
Warehouse-No
Rail
101353 5.5000e0044.9700e0034.1700e0033.0000e0053.8000e0043.8000e0043.8000e0043.8000e0040.0000 5.4086 5.4086 1.0000e0041.0000e0045.4407 Total 8.8700e0030.0806 0.0677 4.8000e0046.1300e0036.1300e0036.1300e0036.1300e0030.0000 87.7381 87.7381 1.6800e0031.6100e00388.2595 Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 59 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2349 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Other NonAsphalt Surfaces0 0.0000 0.0000 0.0000 0.0000 Parking Lot 33408.9 10.6448 4.4000e0049.0000e00510.6829 Refrigerated
Warehouse-No
Rail

6.1 Mitigation Measures Area

6.0 Area Detail

1.18223e
+006
376.6851 0.0156 3.2200e003378.0327
Unrefrigerated
Warehouse-No
Rail
134664 42.9070 1.7700e0033.7000e00443.0605
Total 430.2368 0.0178 3.6800e003431.7760
Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 61 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2351 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.4228 3.0000e0052.8800e0030.0000 1.0000e0051.0000e0051.0000e0051.0000e0050.0000 5.6000e0035.6000e0031.0000e0050.0000 5.9700e003 Unmitigated 0.4228 3.0000e0052.8800e0030.0000 1.0000e0051.0000e0051.0000e0051.0000e0050.0000 5.6000e0035.6000e0031.0000e0050.0000 5.9700e003

0.0487 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

0.3739 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 2.7000e0043.0000e0052.8800e0030.0000 1.0000e0051.0000e0051.0000e0051.0000e0050.0000 5.6000e0035.6000e0031.0000e0050.0000 5.9700e003 Total 0.4229 3.0000e0052.8800e0030.0000 1.0000e0051.0000e0051.0000e0051.0000e0050.0000 5.6000e0035.6000e0031.0000e0050.0000 5.9700e003 Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 62 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2352 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

7.1 Mitigation Measures Water

7.0 Water Detail

0.0487 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

0.3739 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 2.7000e0043.0000e0052.8800e0030.0000 1.0000e0051.0000e0051.0000e0051.0000e0050.0000 5.6000e0035.6000e0031.0000e0050.0000 5.9700e003 Total 0.4229 3.0000e0052.8800e0030.0000 1.0000e0051.0000e0051.0000e0051.0000e0050.0000 5.6000e0035.6000e0031.0000e0050.0000 5.9700e003 Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 63 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2353 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 104.5781 0.7670 0.0189 129.3702
Unmitigated 104.5781 0.7670 0.0189 129.3702

7.02538 /
0 31.3755 0.2301 5.6500e00338.8136
Unrefrigerated
Warehouse-No
Rail

16.391 / 0 73.2026 0.5369 0.0132 90.5566
Total 104.5781 0.7670 0.0188 129.3702
Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 64 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2354 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

8.1 Mitigation Measures Waste

7.02538 /
0 31.3755 0.2301 5.6500e00338.8136
Unrefrigerated
Warehouse-No
Rail

16.391 / 0 73.2026 0.5369 0.0132 90.5566
Total 104.5781 0.7670 0.0188 129.3702
Mitigated

8.0 Waste Detail
CalEEMod Version: CalEEMod.2016.3.2 Page 65 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2355 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 19.3227 1.1419 0.0000 47.8712
Unmitigated 19.3227 1.1419 0.0000 47.8712
Category/Year

28.56 5.7974 0.3426 0.0000 14.3629
Unrefrigerated
Warehouse-No
Rail

66.63 13.5253 0.7993 0.0000 33.5083
Total 19.3227 1.1419 0.0000 47.8712
Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 66 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2356 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

28.56 5.7974 0.3426 0.0000 14.3629
Unrefrigerated
Warehouse-No
Rail

66.63 13.5253 0.7993 0.0000 33.5083
Total 19.3227 1.1419 0.0000 47.8712
Mitigated

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type Tractors/Loaders/Backhoes 1 4.00 365 200 0.37 CNG
CalEEMod Version: CalEEMod.2016.3.2 Page 67 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2357 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2016.3.2 Page 68 of 68 Date: 11/9/2020 1:33 PM Compass Danbe Centerpointe (Building 2 Operations - Passenger Cars) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2358 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Compass Danbe Centerpointe Greenhouse Gas Analysis
13661-02 GHG Report
This page intentionally left blank
F.1.m
Packet Pg. 2359 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Compass Danbe Centerpointe Greenhouse Gas Analysis
13661-02 GHG Report
APPENDIX 3.3:

CALEEMOD PROJECT ANNUAL OPERATIONS (TRUCKS) EMISSIONS MODEL OUTPUTS F.1.m
Packet Pg. 2360 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe)

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10 Wind Speed (m/s) 2.4 Precipitation Freq (Days) 28

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2022
CO2 Intensity
(lb/MWhr)
702.44 CH4 Intensity 0.029
(lb/MWhr)
N2O Intensity 0.006
(lb/MWhr)
Compass Danbe Center (Building 1 Operations - Trucks)
Riverside-South Coast County, Annual
CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2361 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Project Characteristics -
Land Use - Total Building 1 Area is 12.47 acres.

Construction Phase - Operations Run Only.

Off-road Equipment - Operations Run Only.

Trips and VMT - Operations Run Only.

Vehicle Trips - Trip Characteristics based on information provided in the Traffic Analysis report prepared by Urban Crossroads, Inc.

Operational Off-Road Equipment - Based on SCAQMD High Cube Warehouse Truck Trip Study White Paper Summary of Busniess Survey Results (2014) Fleet Mix - Truck Fleet Mix estimated by rationing the Trip Rates for each truck type based on information provided in the Traffic Analysis.

Table Name Column Name Default Value New Value
tblConstructionPhase NumDays 20.00 0.00
tblEnergyUse LightingElect 2.37 1.66
tblEnergyUse LightingElect 1.17 0.82
tblEnergyUse T24E 1.06 0.74
tblEnergyUse T24E 0.37 0.26
tblEnergyUse T24NG 3.25 2.28
tblEnergyUse T24NG 2.00 1.40
tblFleetMix HHD 0.07 0.53
tblFleetMix HHD 0.07 0.63
tblFleetMix LDA 0.55 0.00
tblFleetMix LDA 0.55 0.00
tblFleetMix LDT1 0.04 0.00
tblFleetMix LDT1 0.04 0.00
CalEEMod Version: CalEEMod.2016.3.2 Page 2 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2362 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblFleetMix LDT2 0.19 0.00
tblFleetMix LDT2 0.19 0.00
tblFleetMix LHD1 0.02 0.35
tblFleetMix LHD1 0.02 0.16
tblFleetMix LHD2 4.9700e-003 0.00
tblFleetMix LHD2 4.9700e-003 0.00
tblFleetMix MCY 4.5470e-003 0.00
tblFleetMix MCY 4.5470e-003 0.00
tblFleetMix MDV 0.12 0.00
tblFleetMix MDV 0.12 0.00
tblFleetMix MH 9.6500e-004 0.00
tblFleetMix MH 9.6500e-004 0.00
tblFleetMix MHD 0.02 0.12
tblFleetMix MHD 0.02 0.20
tblFleetMix OBUS 1.3970e-003 0.00
tblFleetMix OBUS 1.3970e-003 0.00
tblFleetMix SBUS 9.3200e-004 0.00
tblFleetMix SBUS 9.3200e-004 0.00
tblFleetMix UBUS 1.1600e-003 0.00
tblFleetMix UBUS 1.1600e-003 0.00
tblLandUse LotAcreage 4.74 4.75
tblLandUse LotAcreage 4.65 4.66
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 3.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 2.00 0.00 tblOperationalOffRoadEquipment OperDaysPerYear 260.00 365.00 tblOperationalOffRoadEquipment OperFuelType Diesel CNG
CalEEMod Version: CalEEMod.2016.3.2 Page 3 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2363 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblOperationalOffRoadEquipment OperHorsePower 97.00 200.00 tblOperationalOffRoadEquipment OperHoursPerDay 8.00 4.00 tblOperationalOffRoadEquipment OperOffRoadEquipmentNumber 0.00 1.00 tblVehicleEF HHD 1.36 0.02
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 0.09 0.00
tblVehicleEF HHD 3.11 6.00
tblVehicleEF HHD 0.45 0.30
tblVehicleEF HHD 1.41 4.6550e-003
tblVehicleEF HHD 6,423.61 1,112.99
tblVehicleEF HHD 1,444.51 1,341.20
tblVehicleEF HHD 4.59 0.04
tblVehicleEF HHD 24.87 5.85
tblVehicleEF HHD 2.31 2.81
tblVehicleEF HHD 20.31 2.22
tblVehicleEF HHD 0.01 3.0310e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.04 0.04
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.7000e-005 1.0000e-006
tblVehicleEF HHD 0.01 2.9000e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.8650e-003 8.8080e-003
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.4000e-005 0.00
tblVehicleEF HHD 7.3000e-005 3.0000e-006
tblVehicleEF HHD 2.3460e-003 1.1000e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 4 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2364 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 0.80 0.44
tblVehicleEF HHD 4.3000e-005 2.0000e-006
tblVehicleEF HHD 0.06 0.05
tblVehicleEF HHD 1.5800e-004 5.0300e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 0.06 0.01
tblVehicleEF HHD 0.01 0.01
tblVehicleEF HHD 6.9000e-005 0.00
tblVehicleEF HHD 7.3000e-005 3.0000e-006
tblVehicleEF HHD 2.3460e-003 1.1000e-004
tblVehicleEF HHD 0.92 0.50
tblVehicleEF HHD 4.3000e-005 2.0000e-006
tblVehicleEF HHD 0.10 0.08
tblVehicleEF HHD 1.5800e-004 5.0300e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 1.28 0.02
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 0.09 0.00
tblVehicleEF HHD 2.26 5.87
tblVehicleEF HHD 0.45 0.30
tblVehicleEF HHD 1.34 4.3930e-003
tblVehicleEF HHD 6,805.04 1,108.39
tblVehicleEF HHD 1,444.51 1,341.20
tblVehicleEF HHD 4.59 0.04
tblVehicleEF HHD 25.67 5.66
tblVehicleEF HHD 2.18 2.65
tblVehicleEF HHD 20.31 2.22
CalEEMod Version: CalEEMod.2016.3.2 Page 5 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2365 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 9.3550e-003 2.6730e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.04 0.04
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.7000e-005 1.0000e-006
tblVehicleEF HHD 8.9510e-003 2.5580e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.8650e-003 8.8080e-003
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.4000e-005 0.00
tblVehicleEF HHD 1.3900e-004 6.0000e-006
tblVehicleEF HHD 2.6650e-003 1.2100e-004
tblVehicleEF HHD 0.75 0.46
tblVehicleEF HHD 8.2000e-005 4.0000e-006
tblVehicleEF HHD 0.06 0.05
tblVehicleEF HHD 1.6100e-004 5.1000e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 0.06 0.01
tblVehicleEF HHD 0.01 0.01
tblVehicleEF HHD 6.8000e-005 0.00
tblVehicleEF HHD 1.3900e-004 6.0000e-006
tblVehicleEF HHD 2.6650e-003 1.2100e-004
tblVehicleEF HHD 0.87 0.52
tblVehicleEF HHD 8.2000e-005 4.0000e-006
tblVehicleEF HHD 0.10 0.08
tblVehicleEF HHD 1.6100e-004 5.1000e-004
tblVehicleEF HHD 0.04 1.0000e-006
CalEEMod Version: CalEEMod.2016.3.2 Page 6 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2366 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 1.46 0.02
tblVehicleEF HHD 0.03 2.2560e-003
tblVehicleEF HHD 0.09 0.00
tblVehicleEF HHD 4.28 6.14
tblVehicleEF HHD 0.44 0.23
tblVehicleEF HHD 1.42 4.6050e-003
tblVehicleEF HHD 5,896.87 1,113.28
tblVehicleEF HHD 1,444.51 1,323.58
tblVehicleEF HHD 4.59 0.04
tblVehicleEF HHD 23.77 6.08
tblVehicleEF HHD 2.30 2.76
tblVehicleEF HHD 20.31 2.22
tblVehicleEF HHD 0.01 3.4600e-003
tblVehicleEF HHD 0.06 0.06
tblVehicleEF HHD 0.04 0.04
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.7000e-005 1.0000e-006
tblVehicleEF HHD 0.01 3.3110e-003
tblVehicleEF HHD 0.03 0.03
tblVehicleEF HHD 8.8650e-003 8.7590e-003
tblVehicleEF HHD 0.01 0.03
tblVehicleEF HHD 3.4000e-005 0.00
tblVehicleEF HHD 5.5000e-005 3.0000e-006
tblVehicleEF HHD 2.4470e-003 1.2300e-004
tblVehicleEF HHD 0.86 0.41
tblVehicleEF HHD 3.6000e-005 2.0000e-006
tblVehicleEF HHD 0.06 0.05
CalEEMod Version: CalEEMod.2016.3.2 Page 7 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2367 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF HHD 1.6900e-004 5.3500e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF HHD 0.06 0.01
tblVehicleEF HHD 0.01 0.01
tblVehicleEF HHD 6.9000e-005 0.00
tblVehicleEF HHD 5.5000e-005 3.0000e-006
tblVehicleEF HHD 2.4470e-003 1.2300e-004
tblVehicleEF HHD 0.99 0.47
tblVehicleEF HHD 3.6000e-005 2.0000e-006
tblVehicleEF HHD 0.10 0.05
tblVehicleEF HHD 1.6900e-004 5.3500e-004
tblVehicleEF HHD 0.04 1.0000e-006
tblVehicleEF LDA 3.6620e-003 2.1320e-003
tblVehicleEF LDA 4.7760e-003 0.05
tblVehicleEF LDA 0.54 0.60
tblVehicleEF LDA 1.05 2.09
tblVehicleEF LDA 245.52 258.04
tblVehicleEF LDA 56.65 53.55
tblVehicleEF LDA 0.05 0.03
tblVehicleEF LDA 0.07 0.18
tblVehicleEF LDA 1.5830e-003 1.3710e-003
tblVehicleEF LDA 2.2500e-003 1.8340e-003
tblVehicleEF LDA 1.4580e-003 1.2630e-003
tblVehicleEF LDA 2.0690e-003 1.6860e-003
tblVehicleEF LDA 0.05 0.05
tblVehicleEF LDA 0.10 0.09
tblVehicleEF LDA 0.04 0.04
CalEEMod Version: CalEEMod.2016.3.2 Page 8 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2368 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDA 9.2080e-003 8.0170e-003
tblVehicleEF LDA 0.04 0.20
tblVehicleEF LDA 0.06 0.21
tblVehicleEF LDA 2.4580e-003 2.5360e-003
tblVehicleEF LDA 5.8400e-004 5.2600e-004
tblVehicleEF LDA 0.05 0.05
tblVehicleEF LDA 0.10 0.09
tblVehicleEF LDA 0.04 0.04
tblVehicleEF LDA 0.01 0.01
tblVehicleEF LDA 0.04 0.20
tblVehicleEF LDA 0.07 0.23
tblVehicleEF LDA 4.1530e-003 2.4040e-003
tblVehicleEF LDA 4.1450e-003 0.04
tblVehicleEF LDA 0.66 0.72
tblVehicleEF LDA 0.93 1.75
tblVehicleEF LDA 267.36 278.99
tblVehicleEF LDA 56.65 52.91
tblVehicleEF LDA 0.04 0.03
tblVehicleEF LDA 0.06 0.16
tblVehicleEF LDA 1.5830e-003 1.3710e-003
tblVehicleEF LDA 2.2500e-003 1.8340e-003
tblVehicleEF LDA 1.4580e-003 1.2630e-003
tblVehicleEF LDA 2.0690e-003 1.6860e-003
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.11 0.10
tblVehicleEF LDA 0.07 0.08
tblVehicleEF LDA 0.01 8.9450e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 9 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2369 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDA 0.04 0.20
tblVehicleEF LDA 0.06 0.18
tblVehicleEF LDA 2.6780e-003 2.7420e-003
tblVehicleEF LDA 5.8200e-004 5.2000e-004
tblVehicleEF LDA 0.09 0.10
tblVehicleEF LDA 0.11 0.10
tblVehicleEF LDA 0.07 0.08
tblVehicleEF LDA 0.02 0.01
tblVehicleEF LDA 0.04 0.20
tblVehicleEF LDA 0.06 0.20
tblVehicleEF LDA 3.5320e-003 2.0960e-003
tblVehicleEF LDA 4.9050e-003 0.05
tblVehicleEF LDA 0.51 0.58
tblVehicleEF LDA 1.08 2.07
tblVehicleEF LDA 239.46 254.50
tblVehicleEF LDA 56.65 53.52
tblVehicleEF LDA 0.04 0.03
tblVehicleEF LDA 0.07 0.17
tblVehicleEF LDA 1.5830e-003 1.3710e-003
tblVehicleEF LDA 2.2500e-003 1.8340e-003
tblVehicleEF LDA 1.4580e-003 1.2630e-003
tblVehicleEF LDA 2.0690e-003 1.6860e-003
tblVehicleEF LDA 0.04 0.05
tblVehicleEF LDA 0.10 0.10
tblVehicleEF LDA 0.03 0.04
tblVehicleEF LDA 8.8850e-003 7.8720e-003
tblVehicleEF LDA 0.04 0.23
CalEEMod Version: CalEEMod.2016.3.2 Page 10 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2370 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDA 0.07 0.21
tblVehicleEF LDA 2.3970e-003 2.5010e-003
tblVehicleEF LDA 5.8500e-004 5.2600e-004
tblVehicleEF LDA 0.04 0.05
tblVehicleEF LDA 0.10 0.10
tblVehicleEF LDA 0.03 0.04
tblVehicleEF LDA 0.01 0.01
tblVehicleEF LDA 0.04 0.23
tblVehicleEF LDA 0.07 0.23
tblVehicleEF LDT1 0.01 6.6590e-003
tblVehicleEF LDT1 0.02 0.08
tblVehicleEF LDT1 1.32 1.37
tblVehicleEF LDT1 3.05 2.37
tblVehicleEF LDT1 305.87 306.08
tblVehicleEF LDT1 70.39 65.28
tblVehicleEF LDT1 0.13 0.12
tblVehicleEF LDT1 0.19 0.29
tblVehicleEF LDT1 2.3960e-003 2.0660e-003
tblVehicleEF LDT1 3.5150e-003 2.7560e-003
tblVehicleEF LDT1 2.2060e-003 1.9010e-003
tblVehicleEF LDT1 3.2320e-003 2.5340e-003
tblVehicleEF LDT1 0.20 0.18
tblVehicleEF LDT1 0.32 0.25
tblVehicleEF LDT1 0.13 0.12
tblVehicleEF LDT1 0.03 0.03
tblVehicleEF LDT1 0.19 0.80
tblVehicleEF LDT1 0.21 0.41
CalEEMod Version: CalEEMod.2016.3.2 Page 11 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2371 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT1 3.0750e-003 3.0090e-003
tblVehicleEF LDT1 7.5800e-004 6.4200e-004
tblVehicleEF LDT1 0.20 0.18
tblVehicleEF LDT1 0.32 0.25
tblVehicleEF LDT1 0.13 0.12
tblVehicleEF LDT1 0.04 0.04
tblVehicleEF LDT1 0.19 0.80
tblVehicleEF LDT1 0.23 0.45
tblVehicleEF LDT1 0.01 7.4260e-003
tblVehicleEF LDT1 0.01 0.07
tblVehicleEF LDT1 1.59 1.62
tblVehicleEF LDT1 2.68 1.98
tblVehicleEF LDT1 332.27 327.89
tblVehicleEF LDT1 70.39 64.46
tblVehicleEF LDT1 0.12 0.11
tblVehicleEF LDT1 0.18 0.27
tblVehicleEF LDT1 2.3960e-003 2.0660e-003
tblVehicleEF LDT1 3.5150e-003 2.7560e-003
tblVehicleEF LDT1 2.2060e-003 1.9010e-003
tblVehicleEF LDT1 3.2320e-003 2.5340e-003
tblVehicleEF LDT1 0.38 0.33
tblVehicleEF LDT1 0.40 0.29
tblVehicleEF LDT1 0.25 0.23
tblVehicleEF LDT1 0.03 0.03
tblVehicleEF LDT1 0.19 0.78
tblVehicleEF LDT1 0.18 0.35
tblVehicleEF LDT1 3.3430e-003 3.2240e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 12 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2372 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT1 7.5100e-004 6.3400e-004
tblVehicleEF LDT1 0.38 0.33
tblVehicleEF LDT1 0.40 0.29
tblVehicleEF LDT1 0.25 0.23
tblVehicleEF LDT1 0.04 0.05
tblVehicleEF LDT1 0.19 0.78
tblVehicleEF LDT1 0.20 0.38
tblVehicleEF LDT1 0.01 6.5510e-003
tblVehicleEF LDT1 0.02 0.08
tblVehicleEF LDT1 1.24 1.33
tblVehicleEF LDT1 3.11 2.35
tblVehicleEF LDT1 298.00 302.40
tblVehicleEF LDT1 70.39 65.25
tblVehicleEF LDT1 0.12 0.12
tblVehicleEF LDT1 0.19 0.28
tblVehicleEF LDT1 2.3960e-003 2.0660e-003
tblVehicleEF LDT1 3.5150e-003 2.7560e-003
tblVehicleEF LDT1 2.2060e-003 1.9010e-003
tblVehicleEF LDT1 3.2320e-003 2.5340e-003
tblVehicleEF LDT1 0.17 0.18
tblVehicleEF LDT1 0.36 0.28
tblVehicleEF LDT1 0.11 0.12
tblVehicleEF LDT1 0.03 0.03
tblVehicleEF LDT1 0.22 0.93
tblVehicleEF LDT1 0.22 0.41
tblVehicleEF LDT1 2.9950e-003 2.9730e-003
tblVehicleEF LDT1 7.5900e-004 6.4200e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 13 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2373 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT1 0.17 0.18
tblVehicleEF LDT1 0.36 0.28
tblVehicleEF LDT1 0.11 0.12
tblVehicleEF LDT1 0.04 0.04
tblVehicleEF LDT1 0.22 0.93
tblVehicleEF LDT1 0.24 0.45
tblVehicleEF LDT2 5.1640e-003 3.5680e-003
tblVehicleEF LDT2 6.4600e-003 0.07
tblVehicleEF LDT2 0.71 0.85
tblVehicleEF LDT2 1.39 2.68
tblVehicleEF LDT2 342.68 324.29
tblVehicleEF LDT2 78.65 69.43
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 0.11 0.28
tblVehicleEF LDT2 1.6000e-003 1.4090e-003
tblVehicleEF LDT2 2.3460e-003 1.8660e-003
tblVehicleEF LDT2 1.4710e-003 1.2970e-003
tblVehicleEF LDT2 2.1570e-003 1.7160e-003
tblVehicleEF LDT2 0.07 0.09
tblVehicleEF LDT2 0.11 0.13
tblVehicleEF LDT2 0.05 0.07
tblVehicleEF LDT2 0.01 0.01
tblVehicleEF LDT2 0.06 0.41
tblVehicleEF LDT2 0.09 0.31
tblVehicleEF LDT2 3.4320e-003 3.1880e-003
tblVehicleEF LDT2 8.1000e-004 6.8300e-004
tblVehicleEF LDT2 0.07 0.09
CalEEMod Version: CalEEMod.2016.3.2 Page 14 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2374 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT2 0.11 0.13
tblVehicleEF LDT2 0.05 0.07
tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.06 0.41
tblVehicleEF LDT2 0.10 0.34
tblVehicleEF LDT2 5.8560e-003 4.0040e-003
tblVehicleEF LDT2 5.6090e-003 0.06
tblVehicleEF LDT2 0.87 1.02
tblVehicleEF LDT2 1.23 2.24
tblVehicleEF LDT2 372.88 345.21
tblVehicleEF LDT2 78.65 68.58
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 0.11 0.26
tblVehicleEF LDT2 1.6000e-003 1.4090e-003
tblVehicleEF LDT2 2.3460e-003 1.8660e-003
tblVehicleEF LDT2 1.4710e-003 1.2970e-003
tblVehicleEF LDT2 2.1570e-003 1.7160e-003
tblVehicleEF LDT2 0.13 0.16
tblVehicleEF LDT2 0.13 0.14
tblVehicleEF LDT2 0.10 0.14
tblVehicleEF LDT2 0.01 0.02
tblVehicleEF LDT2 0.06 0.40
tblVehicleEF LDT2 0.08 0.27
tblVehicleEF LDT2 3.7360e-003 3.3930e-003
tblVehicleEF LDT2 8.0700e-004 6.7400e-004
tblVehicleEF LDT2 0.13 0.16
tblVehicleEF LDT2 0.13 0.14
CalEEMod Version: CalEEMod.2016.3.2 Page 15 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2375 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT2 0.10 0.14
tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.06 0.40
tblVehicleEF LDT2 0.08 0.29
tblVehicleEF LDT2 4.9650e-003 3.5090e-003
tblVehicleEF LDT2 6.6500e-003 0.07
tblVehicleEF LDT2 0.67 0.82
tblVehicleEF LDT2 1.42 2.66
tblVehicleEF LDT2 333.62 320.76
tblVehicleEF LDT2 78.65 69.40
tblVehicleEF LDT2 0.07 0.07
tblVehicleEF LDT2 0.11 0.28
tblVehicleEF LDT2 1.6000e-003 1.4090e-003
tblVehicleEF LDT2 2.3460e-003 1.8660e-003
tblVehicleEF LDT2 1.4710e-003 1.2970e-003
tblVehicleEF LDT2 2.1570e-003 1.7160e-003
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.12 0.14
tblVehicleEF LDT2 0.04 0.07
tblVehicleEF LDT2 0.01 0.01
tblVehicleEF LDT2 0.07 0.47
tblVehicleEF LDT2 0.09 0.31
tblVehicleEF LDT2 3.3410e-003 3.1530e-003
tblVehicleEF LDT2 8.1000e-004 6.8200e-004
tblVehicleEF LDT2 0.05 0.08
tblVehicleEF LDT2 0.12 0.14
tblVehicleEF LDT2 0.04 0.07
CalEEMod Version: CalEEMod.2016.3.2 Page 16 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2376 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LDT2 0.02 0.02
tblVehicleEF LDT2 0.07 0.47
tblVehicleEF LDT2 0.10 0.34
tblVehicleEF LHD1 5.1810e-003 4.6570e-003
tblVehicleEF LHD1 9.5070e-003 4.8740e-003
tblVehicleEF LHD1 0.02 0.01
tblVehicleEF LHD1 0.14 0.17
tblVehicleEF LHD1 0.88 0.66
tblVehicleEF LHD1 2.26 0.92
tblVehicleEF LHD1 9.26 9.43
tblVehicleEF LHD1 602.20 628.02
tblVehicleEF LHD1 29.86 10.15
tblVehicleEF LHD1 0.09 0.08
tblVehicleEF LHD1 2.06 1.53
tblVehicleEF LHD1 0.96 0.29
tblVehicleEF LHD1 9.7000e-004 1.0050e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 8.2900e-004 2.1900e-004
tblVehicleEF LHD1 9.2800e-004 9.6200e-004
tblVehicleEF LHD1 2.5490e-003 2.5150e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 7.6200e-004 2.0100e-004
tblVehicleEF LHD1 3.7780e-003 2.5170e-003
tblVehicleEF LHD1 0.10 0.07
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 1.8760e-003 1.3130e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 17 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2377 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 0.07 0.06
tblVehicleEF LHD1 0.31 0.46
tblVehicleEF LHD1 0.24 0.07
tblVehicleEF LHD1 9.2000e-005 9.1000e-005
tblVehicleEF LHD1 5.9030e-003 6.1050e-003
tblVehicleEF LHD1 3.4200e-004 1.0000e-004
tblVehicleEF LHD1 3.7780e-003 2.5170e-003
tblVehicleEF LHD1 0.10 0.07
tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 1.8760e-003 1.3130e-003
tblVehicleEF LHD1 0.09 0.07
tblVehicleEF LHD1 0.31 0.46
tblVehicleEF LHD1 0.27 0.08
tblVehicleEF LHD1 5.1810e-003 4.6710e-003
tblVehicleEF LHD1 9.6980e-003 4.9550e-003
tblVehicleEF LHD1 0.02 0.01
tblVehicleEF LHD1 0.14 0.17
tblVehicleEF LHD1 0.89 0.67
tblVehicleEF LHD1 2.15 0.87
tblVehicleEF LHD1 9.26 9.43
tblVehicleEF LHD1 602.20 628.04
tblVehicleEF LHD1 29.86 10.07
tblVehicleEF LHD1 0.09 0.08
tblVehicleEF LHD1 1.94 1.44
tblVehicleEF LHD1 0.93 0.28
tblVehicleEF LHD1 9.7000e-004 1.0050e-003
tblVehicleEF LHD1 0.01 0.01
CalEEMod Version: CalEEMod.2016.3.2 Page 18 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2378 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 8.2900e-004 2.1900e-004
tblVehicleEF LHD1 9.2800e-004 9.6200e-004
tblVehicleEF LHD1 2.5490e-003 2.5150e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 7.6200e-004 2.0100e-004
tblVehicleEF LHD1 7.0590e-003 4.4750e-003
tblVehicleEF LHD1 0.12 0.08
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 3.5660e-003 2.5190e-003
tblVehicleEF LHD1 0.07 0.06
tblVehicleEF LHD1 0.32 0.46
tblVehicleEF LHD1 0.23 0.07
tblVehicleEF LHD1 9.2000e-005 9.1000e-005
tblVehicleEF LHD1 5.9030e-003 6.1050e-003
tblVehicleEF LHD1 3.4000e-004 1.0000e-004
tblVehicleEF LHD1 7.0590e-003 4.4750e-003
tblVehicleEF LHD1 0.12 0.08
tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 3.5660e-003 2.5190e-003
tblVehicleEF LHD1 0.09 0.07
tblVehicleEF LHD1 0.32 0.46
tblVehicleEF LHD1 0.25 0.08
tblVehicleEF LHD1 5.1810e-003 4.6600e-003
tblVehicleEF LHD1 9.4900e-003 4.8830e-003
tblVehicleEF LHD1 0.02 0.01
tblVehicleEF LHD1 0.14 0.17
CalEEMod Version: CalEEMod.2016.3.2 Page 19 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2379 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 0.88 0.66
tblVehicleEF LHD1 2.26 0.91
tblVehicleEF LHD1 9.26 9.43
tblVehicleEF LHD1 602.20 628.03
tblVehicleEF LHD1 29.86 10.14
tblVehicleEF LHD1 0.09 0.08
tblVehicleEF LHD1 2.04 1.51
tblVehicleEF LHD1 0.95 0.29
tblVehicleEF LHD1 9.7000e-004 1.0050e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 8.2900e-004 2.1900e-004
tblVehicleEF LHD1 9.2800e-004 9.6200e-004
tblVehicleEF LHD1 2.5490e-003 2.5150e-003
tblVehicleEF LHD1 0.01 0.01
tblVehicleEF LHD1 7.6200e-004 2.0100e-004
tblVehicleEF LHD1 3.3490e-003 2.6470e-003
tblVehicleEF LHD1 0.11 0.08
tblVehicleEF LHD1 0.02 0.02
tblVehicleEF LHD1 1.7110e-003 1.3780e-003
tblVehicleEF LHD1 0.07 0.06
tblVehicleEF LHD1 0.34 0.49
tblVehicleEF LHD1 0.24 0.07
tblVehicleEF LHD1 9.2000e-005 9.1000e-005
tblVehicleEF LHD1 5.9020e-003 6.1050e-003
tblVehicleEF LHD1 3.4200e-004 1.0000e-004
tblVehicleEF LHD1 3.3490e-003 2.6470e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 20 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2380 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD1 0.11 0.08
tblVehicleEF LHD1 0.02 0.03
tblVehicleEF LHD1 1.7110e-003 1.3780e-003
tblVehicleEF LHD1 0.09 0.07
tblVehicleEF LHD1 0.34 0.49
tblVehicleEF LHD1 0.27 0.08
tblVehicleEF LHD2 3.4600e-003 2.8390e-003
tblVehicleEF LHD2 4.0020e-003 3.5160e-003
tblVehicleEF LHD2 7.4040e-003 7.6560e-003
tblVehicleEF LHD2 0.12 0.13
tblVehicleEF LHD2 0.45 0.48
tblVehicleEF LHD2 1.08 0.49
tblVehicleEF LHD2 14.41 15.04
tblVehicleEF LHD2 598.41 622.37
tblVehicleEF LHD2 23.24 6.52
tblVehicleEF LHD2 0.11 0.13
tblVehicleEF LHD2 1.50 1.67
tblVehicleEF LHD2 0.50 0.17
tblVehicleEF LHD2 1.3120e-003 1.5070e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.7000e-004 1.0100e-004
tblVehicleEF LHD2 1.2550e-003 1.4420e-003
tblVehicleEF LHD2 2.7000e-003 2.7370e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.4000e-004 9.3000e-005
tblVehicleEF LHD2 1.4050e-003 1.1710e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 21 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2381 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.01 0.02
tblVehicleEF LHD2 7.4200e-004 6.3000e-004
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.10 0.04
tblVehicleEF LHD2 1.4000e-004 1.4300e-004
tblVehicleEF LHD2 5.8170e-003 5.9880e-003
tblVehicleEF LHD2 2.5200e-004 6.5000e-005
tblVehicleEF LHD2 1.4050e-003 1.1710e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 7.4200e-004 6.3000e-004
tblVehicleEF LHD2 0.06 0.07
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.11 0.04
tblVehicleEF LHD2 3.4600e-003 2.8460e-003
tblVehicleEF LHD2 4.0450e-003 3.5410e-003
tblVehicleEF LHD2 7.1500e-003 7.3630e-003
tblVehicleEF LHD2 0.12 0.13
tblVehicleEF LHD2 0.45 0.48
tblVehicleEF LHD2 1.04 0.47
tblVehicleEF LHD2 14.41 15.04
tblVehicleEF LHD2 598.41 622.37
tblVehicleEF LHD2 23.24 6.47
tblVehicleEF LHD2 0.11 0.13
tblVehicleEF LHD2 1.41 1.58
CalEEMod Version: CalEEMod.2016.3.2 Page 22 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2382 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 0.48 0.16
tblVehicleEF LHD2 1.3120e-003 1.5070e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.7000e-004 1.0100e-004
tblVehicleEF LHD2 1.2550e-003 1.4420e-003
tblVehicleEF LHD2 2.7000e-003 2.7370e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.4000e-004 9.3000e-005
tblVehicleEF LHD2 2.6530e-003 2.0860e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.01 0.02
tblVehicleEF LHD2 1.3950e-003 1.2080e-003
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.10 0.04
tblVehicleEF LHD2 1.4000e-004 1.4300e-004
tblVehicleEF LHD2 5.8170e-003 5.9880e-003
tblVehicleEF LHD2 2.5100e-004 6.4000e-005
tblVehicleEF LHD2 2.6530e-003 2.0860e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 1.3950e-003 1.2080e-003
tblVehicleEF LHD2 0.06 0.07
tblVehicleEF LHD2 0.08 0.21
tblVehicleEF LHD2 0.11 0.04
tblVehicleEF LHD2 3.4600e-003 2.8400e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 23 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2383 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 3.9920e-003 3.5200e-003
tblVehicleEF LHD2 7.4470e-003 7.6030e-003
tblVehicleEF LHD2 0.12 0.13
tblVehicleEF LHD2 0.45 0.48
tblVehicleEF LHD2 1.09 0.49
tblVehicleEF LHD2 14.41 15.04
tblVehicleEF LHD2 598.41 622.37
tblVehicleEF LHD2 23.24 6.51
tblVehicleEF LHD2 0.11 0.13
tblVehicleEF LHD2 1.48 1.65
tblVehicleEF LHD2 0.50 0.16
tblVehicleEF LHD2 1.3120e-003 1.5070e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.7000e-004 1.0100e-004
tblVehicleEF LHD2 1.2550e-003 1.4420e-003
tblVehicleEF LHD2 2.7000e-003 2.7370e-003
tblVehicleEF LHD2 0.01 0.01
tblVehicleEF LHD2 3.4000e-004 9.3000e-005
tblVehicleEF LHD2 1.1040e-003 1.2010e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.01 0.02
tblVehicleEF LHD2 6.2900e-004 6.5400e-004
tblVehicleEF LHD2 0.05 0.06
tblVehicleEF LHD2 0.08 0.22
tblVehicleEF LHD2 0.10 0.04
tblVehicleEF LHD2 1.4000e-004 1.4300e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 24 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2384 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF LHD2 5.8170e-003 5.9880e-003
tblVehicleEF LHD2 2.5200e-004 6.4000e-005
tblVehicleEF LHD2 1.1040e-003 1.2010e-003
tblVehicleEF LHD2 0.04 0.04
tblVehicleEF LHD2 0.02 0.02
tblVehicleEF LHD2 6.2900e-004 6.5400e-004
tblVehicleEF LHD2 0.06 0.07
tblVehicleEF LHD2 0.08 0.22
tblVehicleEF LHD2 0.11 0.04
tblVehicleEF MCY 0.42 0.31
tblVehicleEF MCY 0.15 0.24
tblVehicleEF MCY 19.14 19.16
tblVehicleEF MCY 9.69 8.62
tblVehicleEF MCY 166.26 207.70
tblVehicleEF MCY 45.80 60.67
tblVehicleEF MCY 1.12 1.13
tblVehicleEF MCY 0.31 0.26
tblVehicleEF MCY 1.8240e-003 1.7610e-003
tblVehicleEF MCY 3.3680e-003 2.8430e-003
tblVehicleEF MCY 1.7050e-003 1.6470e-003
tblVehicleEF MCY 3.1720e-003 2.6760e-003
tblVehicleEF MCY 1.69 1.43
tblVehicleEF MCY 0.85 0.79
tblVehicleEF MCY 0.92 0.76
tblVehicleEF MCY 2.13 2.13
tblVehicleEF MCY 0.56 1.82
tblVehicleEF MCY 2.06 1.84
CalEEMod Version: CalEEMod.2016.3.2 Page 25 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2385 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MCY 2.0370e-003 2.0550e-003
tblVehicleEF MCY 6.7700e-004 6.0000e-004
tblVehicleEF MCY 1.69 1.43
tblVehicleEF MCY 0.85 0.79
tblVehicleEF MCY 0.92 0.76
tblVehicleEF MCY 2.63 2.63
tblVehicleEF MCY 0.56 1.82
tblVehicleEF MCY 2.24 2.00
tblVehicleEF MCY 0.42 0.31
tblVehicleEF MCY 0.14 0.21
tblVehicleEF MCY 19.85 19.13
tblVehicleEF MCY 9.10 7.90
tblVehicleEF MCY 166.26 207.50
tblVehicleEF MCY 45.80 58.76
tblVehicleEF MCY 0.98 0.98
tblVehicleEF MCY 0.29 0.25
tblVehicleEF MCY 1.8240e-003 1.7610e-003
tblVehicleEF MCY 3.3680e-003 2.8430e-003
tblVehicleEF MCY 1.7050e-003 1.6470e-003
tblVehicleEF MCY 3.1720e-003 2.6760e-003
tblVehicleEF MCY 3.36 2.74
tblVehicleEF MCY 1.24 1.09
tblVehicleEF MCY 2.10 1.72
tblVehicleEF MCY 2.11 2.09
tblVehicleEF MCY 0.56 1.79
tblVehicleEF MCY 1.85 1.61
tblVehicleEF MCY 2.0480e-003 2.0530e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 26 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2386 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MCY 6.6100e-004 5.8100e-004
tblVehicleEF MCY 3.36 2.74
tblVehicleEF MCY 1.24 1.09
tblVehicleEF MCY 2.10 1.72
tblVehicleEF MCY 2.61 2.57
tblVehicleEF MCY 0.56 1.79
tblVehicleEF MCY 2.01 1.76
tblVehicleEF MCY 0.42 0.31
tblVehicleEF MCY 0.15 0.24
tblVehicleEF MCY 18.68 18.59
tblVehicleEF MCY 9.65 8.41
tblVehicleEF MCY 166.26 206.72
tblVehicleEF MCY 45.80 60.18
tblVehicleEF MCY 1.12 1.09
tblVehicleEF MCY 0.31 0.26
tblVehicleEF MCY 1.8240e-003 1.7610e-003
tblVehicleEF MCY 3.3680e-003 2.8430e-003
tblVehicleEF MCY 1.7050e-003 1.6470e-003
tblVehicleEF MCY 3.1720e-003 2.6760e-003
tblVehicleEF MCY 1.60 1.64
tblVehicleEF MCY 1.04 1.06
tblVehicleEF MCY 0.74 0.76
tblVehicleEF MCY 2.12 2.11
tblVehicleEF MCY 0.64 2.08
tblVehicleEF MCY 2.07 1.80
tblVehicleEF MCY 2.0300e-003 2.0460e-003
tblVehicleEF MCY 6.7700e-004 5.9600e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 27 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2387 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MCY 1.60 1.64
tblVehicleEF MCY 1.04 1.06
tblVehicleEF MCY 0.74 0.76
tblVehicleEF MCY 2.62 2.60
tblVehicleEF MCY 0.64 2.08
tblVehicleEF MCY 2.26 1.96
tblVehicleEF MDV 0.01 4.7140e-003
tblVehicleEF MDV 0.02 0.08
tblVehicleEF MDV 1.26 1.01
tblVehicleEF MDV 2.88 3.15
tblVehicleEF MDV 474.24 407.49
tblVehicleEF MDV 107.24 86.52
tblVehicleEF MDV 0.15 0.10
tblVehicleEF MDV 0.27 0.36
tblVehicleEF MDV 1.6800e-003 1.4810e-003
tblVehicleEF MDV 2.4130e-003 1.9440e-003
tblVehicleEF MDV 1.5490e-003 1.3660e-003
tblVehicleEF MDV 2.2190e-003 1.7870e-003
tblVehicleEF MDV 0.11 0.11
tblVehicleEF MDV 0.20 0.16
tblVehicleEF MDV 0.09 0.09
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.11 0.47
tblVehicleEF MDV 0.22 0.41
tblVehicleEF MDV 4.7510e-003 4.0030e-003
tblVehicleEF MDV 1.1230e-003 8.5100e-004
tblVehicleEF MDV 0.11 0.11
CalEEMod Version: CalEEMod.2016.3.2 Page 28 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2388 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MDV 0.20 0.16
tblVehicleEF MDV 0.09 0.09
tblVehicleEF MDV 0.04 0.03
tblVehicleEF MDV 0.11 0.47
tblVehicleEF MDV 0.24 0.45
tblVehicleEF MDV 0.01 5.2950e-003
tblVehicleEF MDV 0.01 0.07
tblVehicleEF MDV 1.53 1.20
tblVehicleEF MDV 2.54 2.62
tblVehicleEF MDV 514.80 429.84
tblVehicleEF MDV 107.24 85.49
tblVehicleEF MDV 0.14 0.09
tblVehicleEF MDV 0.26 0.34
tblVehicleEF MDV 1.6800e-003 1.4810e-003
tblVehicleEF MDV 2.4130e-003 1.9440e-003
tblVehicleEF MDV 1.5490e-003 1.3660e-003
tblVehicleEF MDV 2.2190e-003 1.7870e-003
tblVehicleEF MDV 0.21 0.20
tblVehicleEF MDV 0.23 0.17
tblVehicleEF MDV 0.17 0.17
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.11 0.46
tblVehicleEF MDV 0.19 0.35
tblVehicleEF MDV 5.1610e-003 4.2230e-003
tblVehicleEF MDV 1.1170e-003 8.4100e-004
tblVehicleEF MDV 0.21 0.20
tblVehicleEF MDV 0.23 0.17
CalEEMod Version: CalEEMod.2016.3.2 Page 29 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2389 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MDV 0.17 0.17
tblVehicleEF MDV 0.05 0.03
tblVehicleEF MDV 0.11 0.46
tblVehicleEF MDV 0.21 0.39
tblVehicleEF MDV 0.01 4.6310e-003
tblVehicleEF MDV 0.02 0.08
tblVehicleEF MDV 1.18 0.97
tblVehicleEF MDV 2.94 3.12
tblVehicleEF MDV 462.11 403.72
tblVehicleEF MDV 107.24 86.49
tblVehicleEF MDV 0.14 0.10
tblVehicleEF MDV 0.27 0.36
tblVehicleEF MDV 1.6800e-003 1.4810e-003
tblVehicleEF MDV 2.4130e-003 1.9440e-003
tblVehicleEF MDV 1.5490e-003 1.3660e-003
tblVehicleEF MDV 2.2190e-003 1.7870e-003
tblVehicleEF MDV 0.09 0.10
tblVehicleEF MDV 0.21 0.17
tblVehicleEF MDV 0.08 0.10
tblVehicleEF MDV 0.03 0.02
tblVehicleEF MDV 0.13 0.54
tblVehicleEF MDV 0.23 0.41
tblVehicleEF MDV 4.6290e-003 3.9660e-003
tblVehicleEF MDV 1.1240e-003 8.5000e-004
tblVehicleEF MDV 0.09 0.10
tblVehicleEF MDV 0.21 0.17
tblVehicleEF MDV 0.08 0.10
CalEEMod Version: CalEEMod.2016.3.2 Page 30 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2390 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MDV 0.04 0.03
tblVehicleEF MDV 0.13 0.54
tblVehicleEF MDV 0.25 0.45
tblVehicleEF MH 0.03 3.3380e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.33 0.34
tblVehicleEF MH 5.58 0.00
tblVehicleEF MH 998.83 935.85
tblVehicleEF MH 57.38 0.00
tblVehicleEF MH 1.57 4.40
tblVehicleEF MH 0.82 0.00
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.04 0.14
tblVehicleEF MH 1.0280e-003 0.00
tblVehicleEF MH 3.2460e-003 4.0000e-003
tblVehicleEF MH 0.04 0.13
tblVehicleEF MH 9.4600e-004 0.00
tblVehicleEF MH 1.47 0.00
tblVehicleEF MH 0.08 0.00
tblVehicleEF MH 0.51 0.00
tblVehicleEF MH 0.08 0.07
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.33 0.00
tblVehicleEF MH 9.9070e-003 8.8470e-003
tblVehicleEF MH 6.7100e-004 0.00
tblVehicleEF MH 1.47 0.00
tblVehicleEF MH 0.08 0.00
CalEEMod Version: CalEEMod.2016.3.2 Page 31 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2391 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MH 0.51 0.00
tblVehicleEF MH 0.11 0.08
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.36 0.00
tblVehicleEF MH 0.03 3.3380e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.40 0.34
tblVehicleEF MH 5.19 0.00
tblVehicleEF MH 998.83 935.85
tblVehicleEF MH 57.38 0.00
tblVehicleEF MH 1.46 4.15
tblVehicleEF MH 0.79 0.00
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.04 0.14
tblVehicleEF MH 1.0280e-003 0.00
tblVehicleEF MH 3.2460e-003 4.0000e-003
tblVehicleEF MH 0.04 0.13
tblVehicleEF MH 9.4600e-004 0.00
tblVehicleEF MH 2.69 0.00
tblVehicleEF MH 0.09 0.00
tblVehicleEF MH 1.00 0.00
tblVehicleEF MH 0.09 0.07
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.31 0.00
tblVehicleEF MH 9.9080e-003 8.8470e-003
tblVehicleEF MH 6.6400e-004 0.00
tblVehicleEF MH 2.69 0.00
CalEEMod Version: CalEEMod.2016.3.2 Page 32 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2392 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MH 0.09 0.00
tblVehicleEF MH 1.00 0.00
tblVehicleEF MH 0.12 0.08
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.34 0.00
tblVehicleEF MH 0.03 3.3380e-003
tblVehicleEF MH 0.02 0.00
tblVehicleEF MH 2.32 0.34
tblVehicleEF MH 5.61 0.00
tblVehicleEF MH 998.83 935.85
tblVehicleEF MH 57.38 0.00
tblVehicleEF MH 1.55 4.33
tblVehicleEF MH 0.82 0.00
tblVehicleEF MH 0.01 0.02
tblVehicleEF MH 0.04 0.14
tblVehicleEF MH 1.0280e-003 0.00
tblVehicleEF MH 3.2460e-003 4.0000e-003
tblVehicleEF MH 0.04 0.13
tblVehicleEF MH 9.4600e-004 0.00
tblVehicleEF MH 1.48 0.00
tblVehicleEF MH 0.10 0.00
tblVehicleEF MH 0.50 0.00
tblVehicleEF MH 0.08 0.07
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.33 0.00
tblVehicleEF MH 9.9070e-003 8.8470e-003
tblVehicleEF MH 6.7200e-004 0.00
CalEEMod Version: CalEEMod.2016.3.2 Page 33 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2393 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MH 1.48 0.00
tblVehicleEF MH 0.10 0.00
tblVehicleEF MH 0.50 0.00
tblVehicleEF MH 0.11 0.08
tblVehicleEF MH 0.03 0.00
tblVehicleEF MH 0.36 0.00
tblVehicleEF MHD 0.02 2.7360e-003
tblVehicleEF MHD 3.1970e-003 3.0240e-003
tblVehicleEF MHD 0.05 7.0010e-003
tblVehicleEF MHD 0.35 0.32
tblVehicleEF MHD 0.24 0.31
tblVehicleEF MHD 5.47 0.82
tblVehicleEF MHD 152.51 70.86
tblVehicleEF MHD 1,062.94 946.77
tblVehicleEF MHD 54.61 7.06
tblVehicleEF MHD 0.61 0.56
tblVehicleEF MHD 0.89 1.59
tblVehicleEF MHD 11.52 1.41
tblVehicleEF MHD 9.8000e-004 1.4660e-003
tblVehicleEF MHD 5.7040e-003 0.05
tblVehicleEF MHD 7.4900e-004 8.2000e-005
tblVehicleEF MHD 9.3700e-004 1.4030e-003
tblVehicleEF MHD 5.4540e-003 0.04
tblVehicleEF MHD 6.8900e-004 7.5000e-005
tblVehicleEF MHD 1.6000e-003 4.3900e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 34 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2394 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 8.0100e-004 2.3500e-004
tblVehicleEF MHD 0.03 0.05
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.33 0.04
tblVehicleEF MHD 1.4660e-003 6.7200e-004
tblVehicleEF MHD 0.01 8.9930e-003
tblVehicleEF MHD 6.4200e-004 7.0000e-005
tblVehicleEF MHD 1.6000e-003 4.3900e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.04 0.02
tblVehicleEF MHD 8.0100e-004 2.3500e-004
tblVehicleEF MHD 0.03 0.06
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.36 0.04
tblVehicleEF MHD 0.02 2.6030e-003
tblVehicleEF MHD 3.2380e-003 3.0420e-003
tblVehicleEF MHD 0.05 6.7280e-003
tblVehicleEF MHD 0.25 0.27
tblVehicleEF MHD 0.25 0.31
tblVehicleEF MHD 5.23 0.77
tblVehicleEF MHD 161.54 71.77
tblVehicleEF MHD 1,062.94 946.77
tblVehicleEF MHD 54.61 6.98
tblVehicleEF MHD 0.63 0.57
tblVehicleEF MHD 0.83 1.50
tblVehicleEF MHD 11.50 1.41
tblVehicleEF MHD 8.2600e-004 1.2390e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 35 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2395 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 5.7040e-003 0.05
tblVehicleEF MHD 7.4900e-004 8.2000e-005
tblVehicleEF MHD 7.9000e-004 1.1850e-003
tblVehicleEF MHD 5.4540e-003 0.04
tblVehicleEF MHD 6.8900e-004 7.5000e-005
tblVehicleEF MHD 3.0890e-003 7.9100e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.02 0.02
tblVehicleEF MHD 1.5560e-003 4.6400e-004
tblVehicleEF MHD 0.03 0.05
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.32 0.04
tblVehicleEF MHD 1.5510e-003 6.8000e-004
tblVehicleEF MHD 0.01 8.9930e-003
tblVehicleEF MHD 6.3800e-004 6.9000e-005
tblVehicleEF MHD 3.0890e-003 7.9100e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.02
tblVehicleEF MHD 1.5560e-003 4.6400e-004
tblVehicleEF MHD 0.03 0.06
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.35 0.04
tblVehicleEF MHD 0.02 2.9320e-003
tblVehicleEF MHD 3.1690e-003 3.0250e-003
tblVehicleEF MHD 0.05 6.9370e-003
tblVehicleEF MHD 0.48 0.39
tblVehicleEF MHD 0.24 0.31
CalEEMod Version: CalEEMod.2016.3.2 Page 36 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2396 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 5.56 0.81
tblVehicleEF MHD 140.03 69.60
tblVehicleEF MHD 1,062.94 946.77
tblVehicleEF MHD 54.61 7.04
tblVehicleEF MHD 0.58 0.56
tblVehicleEF MHD 0.88 1.57
tblVehicleEF MHD 11.53 1.41
tblVehicleEF MHD 1.1920e-003 1.7800e-003
tblVehicleEF MHD 5.7040e-003 0.05
tblVehicleEF MHD 7.4900e-004 8.2000e-005
tblVehicleEF MHD 1.1400e-003 1.7030e-003
tblVehicleEF MHD 5.4540e-003 0.04
tblVehicleEF MHD 6.8900e-004 7.5000e-005
tblVehicleEF MHD 1.1940e-003 4.6300e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.03 0.02
tblVehicleEF MHD 6.2900e-004 2.4800e-004
tblVehicleEF MHD 0.03 0.05
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.34 0.04
tblVehicleEF MHD 1.3480e-003 6.6000e-004
tblVehicleEF MHD 0.01 8.9930e-003
tblVehicleEF MHD 6.4300e-004 7.0000e-005
tblVehicleEF MHD 1.1940e-003 4.6300e-004
tblVehicleEF MHD 0.05 0.02
tblVehicleEF MHD 0.04 0.02
tblVehicleEF MHD 6.2900e-004 2.4800e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 37 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2397 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF MHD 0.03 0.06
tblVehicleEF MHD 0.02 0.08
tblVehicleEF MHD 0.37 0.04
tblVehicleEF OBUS 0.01 8.6190e-003
tblVehicleEF OBUS 6.8270e-003 7.1940e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.27 0.48
tblVehicleEF OBUS 0.46 0.87
tblVehicleEF OBUS 5.79 2.73
tblVehicleEF OBUS 74.97 66.93
tblVehicleEF OBUS 1,092.94 1,366.52
tblVehicleEF OBUS 69.71 21.52
tblVehicleEF OBUS 0.31 0.30
tblVehicleEF OBUS 0.97 1.35
tblVehicleEF OBUS 2.13 0.63
tblVehicleEF OBUS 6.8000e-005 5.7600e-004
tblVehicleEF OBUS 5.0070e-003 0.02
tblVehicleEF OBUS 8.4500e-004 2.1400e-004
tblVehicleEF OBUS 6.5000e-005 5.5200e-004
tblVehicleEF OBUS 4.7740e-003 0.02
tblVehicleEF OBUS 7.7700e-004 1.9600e-004
tblVehicleEF OBUS 2.1110e-003 2.6570e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.04 0.05
tblVehicleEF OBUS 9.1000e-004 1.1650e-003
tblVehicleEF OBUS 0.03 0.06
tblVehicleEF OBUS 0.05 0.29
CalEEMod Version: CalEEMod.2016.3.2 Page 38 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2398 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF OBUS 0.36 0.13
tblVehicleEF OBUS 7.2800e-004 6.3900e-004
tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9900e-004 2.1300e-004
tblVehicleEF OBUS 2.1110e-003 2.6570e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.05 0.06
tblVehicleEF OBUS 9.1000e-004 1.1650e-003
tblVehicleEF OBUS 0.04 0.08
tblVehicleEF OBUS 0.05 0.29
tblVehicleEF OBUS 0.39 0.14
tblVehicleEF OBUS 0.01 8.6710e-003
tblVehicleEF OBUS 6.9570e-003 7.3440e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.26 0.47
tblVehicleEF OBUS 0.46 0.88
tblVehicleEF OBUS 5.41 2.54
tblVehicleEF OBUS 78.41 66.84
tblVehicleEF OBUS 1,092.94 1,366.56
tblVehicleEF OBUS 69.71 21.19
tblVehicleEF OBUS 0.32 0.29
tblVehicleEF OBUS 0.91 1.26
tblVehicleEF OBUS 2.10 0.62
tblVehicleEF OBUS 5.7000e-005 4.8900e-004
tblVehicleEF OBUS 5.0070e-003 0.02
tblVehicleEF OBUS 8.4500e-004 2.1400e-004
tblVehicleEF OBUS 5.4000e-005 4.6800e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 39 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2399 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF OBUS 4.7740e-003 0.02
tblVehicleEF OBUS 7.7700e-004 1.9600e-004
tblVehicleEF OBUS 3.9250e-003 4.6820e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.04 0.05
tblVehicleEF OBUS 1.7420e-003 2.2520e-003
tblVehicleEF OBUS 0.03 0.06
tblVehicleEF OBUS 0.05 0.29
tblVehicleEF OBUS 0.34 0.12
tblVehicleEF OBUS 7.6000e-004 6.3800e-004
tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9200e-004 2.1000e-004
tblVehicleEF OBUS 3.9250e-003 4.6820e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.05 0.07
tblVehicleEF OBUS 1.7420e-003 2.2520e-003
tblVehicleEF OBUS 0.04 0.08
tblVehicleEF OBUS 0.05 0.29
tblVehicleEF OBUS 0.38 0.14
tblVehicleEF OBUS 0.01 8.5850e-003
tblVehicleEF OBUS 6.8060e-003 7.2070e-003
tblVehicleEF OBUS 0.03 0.02
tblVehicleEF OBUS 0.28 0.49
tblVehicleEF OBUS 0.46 0.87
tblVehicleEF OBUS 5.84 2.72
tblVehicleEF OBUS 70.22 67.05
tblVehicleEF OBUS 1,092.94 1,366.53
CalEEMod Version: CalEEMod.2016.3.2 Page 40 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2400 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF OBUS 69.71 21.50
tblVehicleEF OBUS 0.29 0.31
tblVehicleEF OBUS 0.97 1.33
tblVehicleEF OBUS 2.13 0.62
tblVehicleEF OBUS 8.2000e-005 6.9700e-004
tblVehicleEF OBUS 5.0070e-003 0.02
tblVehicleEF OBUS 8.4500e-004 2.1400e-004
tblVehicleEF OBUS 7.9000e-005 6.6700e-004
tblVehicleEF OBUS 4.7740e-003 0.02
tblVehicleEF OBUS 7.7700e-004 1.9600e-004
tblVehicleEF OBUS 1.8300e-003 2.7860e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.04 0.05
tblVehicleEF OBUS 8.3900e-004 1.2410e-003
tblVehicleEF OBUS 0.03 0.06
tblVehicleEF OBUS 0.05 0.31
tblVehicleEF OBUS 0.36 0.13
tblVehicleEF OBUS 6.8200e-004 6.4000e-004
tblVehicleEF OBUS 0.01 0.01
tblVehicleEF OBUS 7.9900e-004 2.1300e-004
tblVehicleEF OBUS 1.8300e-003 2.7860e-003
tblVehicleEF OBUS 0.02 0.03
tblVehicleEF OBUS 0.05 0.06
tblVehicleEF OBUS 8.3900e-004 1.2410e-003
tblVehicleEF OBUS 0.04 0.08
tblVehicleEF OBUS 0.05 0.31
tblVehicleEF OBUS 0.40 0.14
CalEEMod Version: CalEEMod.2016.3.2 Page 41 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2401 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 0.82 0.09
tblVehicleEF SBUS 0.01 6.8650e-003
tblVehicleEF SBUS 0.06 8.0490e-003
tblVehicleEF SBUS 7.82 3.40
tblVehicleEF SBUS 0.60 0.57
tblVehicleEF SBUS 6.53 1.09
tblVehicleEF SBUS 1,137.52 372.28
tblVehicleEF SBUS 1,098.11 1,106.71
tblVehicleEF SBUS 54.55 6.95
tblVehicleEF SBUS 9.42 3.42
tblVehicleEF SBUS 4.31 4.61
tblVehicleEF SBUS 12.32 0.72
tblVehicleEF SBUS 9.5680e-003 3.6140e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.7600e-004 4.6000e-005
tblVehicleEF SBUS 9.1540e-003 3.4580e-003
tblVehicleEF SBUS 2.6910e-003 2.6470e-003
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.3700e-004 4.2000e-005
tblVehicleEF SBUS 4.8460e-003 1.4760e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 0.93 0.41
tblVehicleEF SBUS 2.2980e-003 7.3900e-004
tblVehicleEF SBUS 0.10 0.10
tblVehicleEF SBUS 0.02 0.06
tblVehicleEF SBUS 0.36 0.05
CalEEMod Version: CalEEMod.2016.3.2 Page 42 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2402 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 0.01 3.5600e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 6.5900e-004 6.9000e-005
tblVehicleEF SBUS 4.8460e-003 1.4760e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 1.33 0.59
tblVehicleEF SBUS 2.2980e-003 7.3900e-004
tblVehicleEF SBUS 0.12 0.11
tblVehicleEF SBUS 0.02 0.06
tblVehicleEF SBUS 0.39 0.05
tblVehicleEF SBUS 0.82 0.09
tblVehicleEF SBUS 0.01 6.9520e-003
tblVehicleEF SBUS 0.05 6.7100e-003
tblVehicleEF SBUS 7.71 3.36
tblVehicleEF SBUS 0.61 0.58
tblVehicleEF SBUS 4.73 0.78
tblVehicleEF SBUS 1,189.12 382.15
tblVehicleEF SBUS 1,098.11 1,106.72
tblVehicleEF SBUS 54.55 6.44
tblVehicleEF SBUS 9.72 3.51
tblVehicleEF SBUS 4.05 4.33
tblVehicleEF SBUS 12.29 0.71
tblVehicleEF SBUS 8.0660e-003 3.0540e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.7600e-004 4.6000e-005
tblVehicleEF SBUS 7.7170e-003 2.9220e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 43 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2403 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 2.6910e-003 2.6470e-003
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.3700e-004 4.2000e-005
tblVehicleEF SBUS 8.7430e-003 2.5870e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 0.92 0.41
tblVehicleEF SBUS 4.2770e-003 1.3760e-003
tblVehicleEF SBUS 0.10 0.10
tblVehicleEF SBUS 0.01 0.06
tblVehicleEF SBUS 0.30 0.04
tblVehicleEF SBUS 0.01 3.6540e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 6.2900e-004 6.4000e-005
tblVehicleEF SBUS 8.7430e-003 2.5870e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 1.33 0.59
tblVehicleEF SBUS 4.2770e-003 1.3760e-003
tblVehicleEF SBUS 0.12 0.11
tblVehicleEF SBUS 0.01 0.06
tblVehicleEF SBUS 0.33 0.04
tblVehicleEF SBUS 0.82 0.09
tblVehicleEF SBUS 0.01 6.8630e-003
tblVehicleEF SBUS 0.06 8.1930e-003
tblVehicleEF SBUS 7.98 3.46
tblVehicleEF SBUS 0.60 0.57
tblVehicleEF SBUS 6.89 1.11
tblVehicleEF SBUS 1,066.27 358.65
CalEEMod Version: CalEEMod.2016.3.2 Page 44 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2404 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 1,098.11 1,106.71
tblVehicleEF SBUS 54.55 6.99
tblVehicleEF SBUS 9.00 3.31
tblVehicleEF SBUS 4.26 4.54
tblVehicleEF SBUS 12.33 0.72
tblVehicleEF SBUS 0.01 4.3890e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.7600e-004 4.6000e-005
tblVehicleEF SBUS 0.01 4.1990e-003
tblVehicleEF SBUS 2.6910e-003 2.6470e-003
tblVehicleEF SBUS 0.02 0.03
tblVehicleEF SBUS 4.3700e-004 4.2000e-005
tblVehicleEF SBUS 4.2260e-003 1.3980e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 0.93 0.41
tblVehicleEF SBUS 2.2070e-003 7.6500e-004
tblVehicleEF SBUS 0.10 0.10
tblVehicleEF SBUS 0.02 0.08
tblVehicleEF SBUS 0.37 0.05
tblVehicleEF SBUS 0.01 3.4320e-003
tblVehicleEF SBUS 0.01 0.01
tblVehicleEF SBUS 6.6500e-004 6.9000e-005
tblVehicleEF SBUS 4.2260e-003 1.3980e-003
tblVehicleEF SBUS 0.03 0.01
tblVehicleEF SBUS 1.34 0.59
tblVehicleEF SBUS 2.2070e-003 7.6500e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 45 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2405 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF SBUS 0.12 0.11
tblVehicleEF SBUS 0.02 0.08
tblVehicleEF SBUS 0.41 0.05
tblVehicleEF UBUS 1.44 3.04
tblVehicleEF UBUS 0.08 0.03
tblVehicleEF UBUS 7.89 23.58
tblVehicleEF UBUS 14.42 1.90
tblVehicleEF UBUS 1,799.80 1,641.14
tblVehicleEF UBUS 153.89 23.35
tblVehicleEF UBUS 4.15 0.30
tblVehicleEF UBUS 12.31 0.23
tblVehicleEF UBUS 0.49 0.09
tblVehicleEF UBUS 0.01 0.02
tblVehicleEF UBUS 0.04 2.1620e-003
tblVehicleEF UBUS 1.4590e-003 2.1000e-004
tblVehicleEF UBUS 0.21 0.04
tblVehicleEF UBUS 3.0000e-003 5.0570e-003
tblVehicleEF UBUS 0.04 2.0490e-003
tblVehicleEF UBUS 1.3420e-003 1.9300e-004
tblVehicleEF UBUS 9.4280e-003 2.7000e-003
tblVehicleEF UBUS 0.11 0.02
tblVehicleEF UBUS 4.6810e-003 1.0930e-003
tblVehicleEF UBUS 0.46 0.05
tblVehicleEF UBUS 0.02 0.08
tblVehicleEF UBUS 1.13 0.10
tblVehicleEF UBUS 9.6700e-003 6.3860e-003
tblVehicleEF UBUS 1.8000e-003 2.3100e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 46 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2406 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF UBUS 9.4280e-003 2.7000e-003
tblVehicleEF UBUS 0.11 0.02
tblVehicleEF UBUS 4.6810e-003 1.0930e-003
tblVehicleEF UBUS 1.94 3.11
tblVehicleEF UBUS 0.02 0.08
tblVehicleEF UBUS 1.23 0.11
tblVehicleEF UBUS 1.44 3.04
tblVehicleEF UBUS 0.08 0.02
tblVehicleEF UBUS 7.95 23.58
tblVehicleEF UBUS 12.35 1.62
tblVehicleEF UBUS 1,799.80 1,641.14
tblVehicleEF UBUS 153.89 22.87
tblVehicleEF UBUS 3.87 0.30
tblVehicleEF UBUS 12.22 0.22
tblVehicleEF UBUS 0.49 0.09
tblVehicleEF UBUS 0.01 0.02
tblVehicleEF UBUS 0.04 2.1620e-003
tblVehicleEF UBUS 1.4590e-003 2.1000e-004
tblVehicleEF UBUS 0.21 0.04
tblVehicleEF UBUS 3.0000e-003 5.0570e-003
tblVehicleEF UBUS 0.04 2.0490e-003
tblVehicleEF UBUS 1.3420e-003 1.9300e-004
tblVehicleEF UBUS 0.02 4.7970e-003
tblVehicleEF UBUS 0.13 0.02
tblVehicleEF UBUS 9.3920e-003 2.1760e-003
tblVehicleEF UBUS 0.47 0.05
tblVehicleEF UBUS 0.02 0.07
CalEEMod Version: CalEEMod.2016.3.2 Page 47 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2407 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF UBUS 1.03 0.09
tblVehicleEF UBUS 9.6710e-003 6.3860e-003
tblVehicleEF UBUS 1.7640e-003 2.2600e-004
tblVehicleEF UBUS 0.02 4.7970e-003
tblVehicleEF UBUS 0.13 0.02
tblVehicleEF UBUS 9.3920e-003 2.1760e-003
tblVehicleEF UBUS 1.95 3.11
tblVehicleEF UBUS 0.02 0.07
tblVehicleEF UBUS 1.12 0.10
tblVehicleEF UBUS 1.44 3.04
tblVehicleEF UBUS 0.08 0.03
tblVehicleEF UBUS 7.88 23.58
tblVehicleEF UBUS 14.60 1.89
tblVehicleEF UBUS 1,799.80 1,641.14
tblVehicleEF UBUS 153.89 23.33
tblVehicleEF UBUS 4.12 0.30
tblVehicleEF UBUS 12.31 0.23
tblVehicleEF UBUS 0.49 0.09
tblVehicleEF UBUS 0.01 0.02
tblVehicleEF UBUS 0.04 2.1620e-003
tblVehicleEF UBUS 1.4590e-003 2.1000e-004
tblVehicleEF UBUS 0.21 0.04
tblVehicleEF UBUS 3.0000e-003 5.0570e-003
tblVehicleEF UBUS 0.04 2.0490e-003
tblVehicleEF UBUS 1.3420e-003 1.9300e-004
tblVehicleEF UBUS 8.6090e-003 2.7590e-003
tblVehicleEF UBUS 0.13 0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 48 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2408 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass tblVehicleEF UBUS 4.2750e-003 1.1470e-003
tblVehicleEF UBUS 0.46 0.05
tblVehicleEF UBUS 0.03 0.09
tblVehicleEF UBUS 1.13 0.10
tblVehicleEF UBUS 9.6700e-003 6.3860e-003
tblVehicleEF UBUS 1.8030e-003 2.3100e-004
tblVehicleEF UBUS 8.6090e-003 2.7590e-003
tblVehicleEF UBUS 0.13 0.02
tblVehicleEF UBUS 4.2750e-003 1.1470e-003
tblVehicleEF UBUS 1.94 3.11
tblVehicleEF UBUS 0.03 0.09
tblVehicleEF UBUS 1.24 0.11
tblVehicleTrips CNW_TTP 41.00 0.00
tblVehicleTrips CNW_TTP 41.00 0.00
tblVehicleTrips CW_TL 16.60 40.00
tblVehicleTrips CW_TL 16.60 40.00
tblVehicleTrips CW_TTP 59.00 100.00
tblVehicleTrips CW_TTP 59.00 100.00
tblVehicleTrips DV_TP 5.00 0.00
tblVehicleTrips DV_TP 5.00 0.00
tblVehicleTrips PB_TP 3.00 0.00
tblVehicleTrips PB_TP 3.00 0.00
tblVehicleTrips PR_TP 92.00 100.00
tblVehicleTrips PR_TP 92.00 100.00
tblVehicleTrips ST_TR 1.68 0.77
tblVehicleTrips ST_TR 1.68 0.04
tblVehicleTrips SU_TR 1.68 0.77
CalEEMod Version: CalEEMod.2016.3.2 Page 49 of 69 Date: 11/9/2020 1:29 PM Compass Danbe Center (Building 1 Operations - Trucks) - Riverside-South Coast County, Annual F.1.m
Packet Pg. 2409 Attachment: Appendix F-GHG Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass

Moreno Valley City CouncilJanuary 18, 2022

Moreno Valley City Council
January 18, 2022