San Ramon City Council
March 14, 2023

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Packet Pg. 177 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022- WHEREAS, on May 27, 2022, the subject applications were deemed incomplete, and the City requested revised project plans and additional items from the Applicant; and WHEREAS, on July 1, 2022, the Applicant submitted revised project plans and additional items for the subject applications; and
WHEREAS, on July 29, 2022, the subject applications were deemed incomplete, and the City requested revised project plans and additional items from the Applicant; and WHEREAS, on August 16, 2022, the Applicant submitted revised project plans and additional items for the subject applications; and
WHEREAS, on September I 5, 2022, the subject applications for a Development Plan, Major Subdivision, Use Permit, Architectural Review, Tree Removal Permit, and Environmental Review were deemed by Planning Staff as complete for processing; and WHEREAS, on September 23, 2022, a notice of a Planning Commission public hearing for October 4, 2022 was mailed to property owners within 700 feet of the subject property, which complies with and exceeds the standards set forth in Government Code Section 65091 (a)(4) and Section D7-24 of the Municipal Code of the City of San Ramon; and WHEREAS, on October 4, 2022, the Planning Commission held a public hearing to consider the proposed Marketplace Mixed Use development project applications, received the staff report, received a presentation by the Applicant, project plans, other pertinent documents, and received public comment testimony. Commissioners then provided comments concerning the Project including aspects of it that Commissioners questioned whether they complied with the City's General Plan and Zoning Ordinance and wanted to provide the Applicant with notice of them; in particular, Commissioner Wallis provided Project comments and feedback to Planning Staff in part as follows:
"That's all I was trying to do, was to preserve our right to have a discussion and preserve whatever rights we have under the Housing Accountability Act." The Chair of the Commission (Chair Alpert) summarized its feedback to Planning Staff as follows:
"We've identified two potential issues with General Plan and/or Zoning Inconsistency:
the density calculation and the definition of mixed use as the current project proposes, and identifying them is not the same ... is just.. .that's it. It's just identifying them so that we preserve our right to have further discussions around those two items." The Commission then continued the public hearing to a date to be determined for further discussion; and
Resolution No. 02-23

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Packet Pg. 178 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022- WHEREAS, following the Commission's feedback, on October 17, 2022, within a 30-day period from the date the subject applications were deemed complete, City Staff provided a written letter to the Applicant, (1) summarizing, among other things, the Commission's concerns with potential General Plan and Zoning Ordinance inconsistencies but (2) stating that 'While there are no identified inconsistencies with objective standards or criteria, the Commission requested a written response to the comments provided (in the letter)'; and WHEREAS, Public Resources Code Sections 21080.1 and 21080.2 call for a lead agency to make a CEQA determination within 30 days (30-day CEQA period) after a project application is accepted as complete; and
WHEREAS, Section 65950(a)(5) of the California Government Code requires the City "approve or disapprove" a project within sixty days (60-day period) from the determination by the lead agency that the project is exempt from the California Environmental Quality Act (CEQA); and WHEREAS, on December 1, 2022, the City and the Applicant mutually agreed to a onetime, ninety (90) day written time extension agreement, terminating on March 14, 2023, to allow the City additional time to process and act on the proposed Project and ensure compliance with CEQA and the Permit Streamlining Act (PSA); and
WHEREAS, on December 30, 2022, a notice of a Planning Commission public hearing for January 12, 2023 was mailed to property owners within 700 feet of the subject property, which complies with and exceeds the standards set forth in Government Code Section 65091 (a)(4) and Section D7-24 of the Municipal Code of the City of San Ramon; and WHEREAS, on January 12, 2023, the Planning Commission held a continued public hearing to consider the proposed Marketplace Mixed Use development project applications, received the staff report, received a presentation by the Applicant, project plans, other pertinent documents, received public comment testimony, provided Project comments and feedback to staff and the Applicant, and continued the public hearing to February 7, 2023 for further discussion; and WHEREAS, on February 7, 2023, the Planning Commission held a continued public hearing to consider the proposed Marketplace Mixed Use development project applications, received the staff report, received a presentation by the Applicant, project plans, other pertinent documents, received public comment testimony, provided Project comments and feedback to staff and the Applicant, and continued the public hearing to February 16, 2023 for further discussion; and WHEREAS, on February 16, 2023, the Planning Commission held a continued public hearing to consider the proposed Marketplace Mixed Use development project applications, received the staff report, received a presentation by the Applicant, project plans, other pertinent documents, received public comment testimony, and closed the public hearing; and WHEREAS, the Project site (3.91 acres) is an urbanized area of less than 5 acres, to which all required utilities and public services are available, the Project site does not present unusual circumstances for a small urban site, and would not cause significant environmental impacts due to any unusual circumstance. Additionally, no habitat value for endangered, rare, or threatened species has been identified at the Project site, and the City Staff letter dated October 17, 2022, stated "there are no identified inconsistencies with objective standards or criteria" for the Project. The Project Resolution No. 02-23

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Packet Pg. 179 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022- would not result in significant effects to traffic, noise, air quality, or water quality as documented by the technical studies provided; and
NOW, THEREFORE, BE IT RESOLVED, that the Planning Commission in the exercise of its independent judgment, and based upon all the evidence in the record, within the objective standard constraints of the Housing Accountability Act, (including but not limited to all application materials, all related technical studies/documents, the written and oral staff reports, the written and oral comments received by the City, Conditions of Approval, minutes of meetings, documents relied upon or prepared by City staff relating to the Project, all correspondence submitted or delivered to the City in connection with the public hearings on the Project, and all other relevant documents contained in the administrative record) does hereby make the following findings:

1. Regarding CEOA:
a. The recitals above are true and correct and are incorporated herein by reference; and b. The Project, is categorically exempt from the California Environmental Quality Act Guidelines (CEQA) of 1970, as amended, pursuant to an exemption under Class 32, Section 15332 pertaining to In-Fill Development Projects because the Project site is an urbanized area of less than 5 acres, to which all required utilities and public services are available, the Project site does not present unusual circumstances for a small urban site, and would not cause significant environmental impacts due to any unusual circumstance. Additionally, no habitat value for endangered, rare, or threatened species has been identified at the Project site, and the City Staff letter dated October 17, 2022, states "there are no identified inconsistencies with objective standards or criteria" for the Project. The Project would not result in significant effects to traffic, noise, air quality, or water quality as documented by the technical studies provided; and

2. Regarding the Development Plan:
a. The recitals above are true and correct and are incorporated herein by reference; and b. The Project is not detrimental to the health, safety and general welfare of persons residing or working in the neighborhood of the proposed development because the development will contribute to the affordable housing fund, the parkland dedication fund, the park and recreation facility impact fee fund, and the open space fund that will benefit the community, as further documented with the Measure "J" compliance findings, and the development of the site has been contemplated in the General Plan 2035, and the City Staff letter dated October 17, 2022, states "there are no identified inconsistencies with objective standards or criteria" for the Project; and
c. The Project is not injurious or detrimental to property or improvements in the neighborhood because the Project is designed to be compatible with the adjoining development(s), the General Plan 2035 Housing Element identifies the Project site as a Housing Opportunity Site, and the City Staff letter dated October 17, 2022, states "there are no identified inconsistencies with objective standards or criteria" for the Project; and Resolution No. 02-23

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Packet Pg. 180 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022- d. The Project is not injurious or detrimental to the general welfare of the City in that the Project is an in-fill development project and will have no significant environmental impacts as a result of the Project, the Project site landscaping and roadways will be maintained by private property owners, and the Project is required to address any significant negative fiscal impacts to City by establishing a funding mechanism to offset any additional costs associated with providing City services and facilities to the new residential units; and e. The Project is not within any Specific Plan; and
f. The Project is architecturally compatible with other developments in the same vicinity, both inside and outside the subject zone, as detailed in the Architectural Review Findings below, and the architectural design is suitable for the proposed housing product type; and

3. Regarding the Major Subdivision:
a. The recitals above are true and correct and are incorporated herein by reference; and b. The proposed vesting tentative map is consistent with all applicable requirements of General Plan 2035, State Law, and the City's Subdivision Ordinance and Municipal Code; and c. The Project site is physically suitable for the type of development proposed, for the proposed density and intensity of development, and will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision; and

4. Regarding the Use Permit:
a. The recitals above are true and correct and are incorporated herein by reference; and b. The Project is a Mixed Use development project that includes an existing 1,869 sq. ft. Eating and Drinking Establishment land use (non-residential component) located adjacent to the proposed residential uses with maximum open business hours of operation (5:00 a.m. to I 0:00 p.m., Monday through Sunday). The land use is allowed with approval of a Use Permit in accordance with Zoning Ordinance Section D2-15(B)(4)(c) in the Mixed Use (MU) Zoning District, and is limited to a maximum of 12 outdoor seats. Any modification to the land use operation (including a new land use) and/or the modification to the maximum open business hours of operation require prior City review and approval with the applicable Zoning Ordinance regulations. Furthermore, the Conditions of Approval require the Applicant disclose to future purchasers of the proposed residential units certain operational details related to the adjacent Eating and Drinking Establishment land use, and the City Staff letter dated October 17, 2022, states "there are no identified inconsistencies with objective standards or criteria" for the Project; and
c. The Project is not within any Specific Plan and the City Staff letter dated October 17, 2022, states "there are no identified inconsistencies with objective standards or criteria" for the Project, the proposed establishment of the maximum open business hours of operation contributes to a compatible mix of uses on the subject property and in the surrounding area with a non-residential land use in proximity to the proposed residential units; and Resolution No. 02-23

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Packet Pg. 181 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022- d. The design, location, size and operating characteristics of the Project is compatible with the existing and future land uses in the vicinity, because the proposed the establishment of the maximum open business hours of operation (5:00 a.m. to 10:00 p.m., Monday through Sunday) for the existing Eating and Drinking Establishment land use is limited to a maximum 12 outdoor seats and any modification to the land use operation (including a new land use) and/or the modification to the maximum open business hours of operation require prior City review and approval with the applicable Zoning Ordinance regulations.

Furthermore, the Conditions of Approval require the Applicant disclose to future purchasers of the proposed residential units the operational details related to the adjacent Eating and Drinking Establishment land use; and
e. The site is physically suitable for the type, density, and intensity of the Project because the proposed physical layout incorporates an approximate 22-ft. wide landscape buffer, providing separation and pedestrian-scaled lighting between the existing Eating and Drinking Establishment land use and the proposed residential uses, including access, utilities, and the absence of physical constraints. Furthermore, the Eating and Drinking Establishment land use is limited to a maximum 12 outdoor seats and any modification to the land use operation (including a new land use) and/or the modification to the maximum open business hours of operation require prior City review and approval with the applicable Zoning Ordinance regulations; and
f. Granting the land use permit for the proposed Project is not detrimental to the public health, safety, or welfare of the persons residing or working in the subject neighborhood, or materially detrimental or injurious to property or improvements in the vicinity and zone which the property is located because the proposed establishment of the maximum open business hours of operation (5:00 a.m. to 10:00 p.m., Monday through Sunday) for the existing Eating and Drinking Establishment land use contributes to a compatible mix ofuses on the subject property and is limited to a maximum 12 outdoor seats and any modification to the land use operation (including a new land use) and/or the modification to the maximum open business hours of operation require prior City review and approval with the applicable Zoning Ordinance regulations; and

5. Regarding the Architectural Review:
a. The recitals above are true and correct and are incorporated herein by reference; and b. The Project design is consistent with applicable goals and objectives of the General Plan 2035 because the Project contains a mix of residential and non-residential land uses on the same site, the City Staff letter dated October 17, 2022, states "there are no identified inconsistencies with objective standards or criteria" for the Project, and the architectural design is suitable for the proposed housing product type; and c. The Project is consistent with the purpose of the Zoning Ordinance in regulating land use and complying with the architectural standards, and the City Staff letter dated October 17, 2022, states "there are no identified inconsistencies with objective standards or criteria" for the Project; and
Resolution No. 02-23

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Packet Pg. 182 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022- d. The Project is in compliance with Subparagraph D6-22 (G.2) (factors to be considered) of the Zoning Ordinance in that the Planning Commission reviewed the Project in relation to all applicable objective design standards and the architectural design is suitable for the proposed housing product type; and
e. The Project design is in the interest of the public health, safety and general welfare of the community, in that Project includes design elements and responds to the site conditions, and proximity to the existing uses surrounding the Project. Furthermore, the Project includes a landscape design and features intended to improve circulation, access, and visibility, and converts existing uses to residential thereby encouraging a broader mix ofuses. Additionally the Conditions of Approval require landscape and hardscape materials on the proposed nonresidential parcel consistent with the plant and hardscape materials used for the residential component and also require the incorporation of an expanded outdoor patio design for the existing non-residential building; and
f. General site considerations, including site layout, open space and topography, orientation and location of buildings, vehicular access, circulation and parking, setbacks, height, walls, fences, public safety and similar elements have been designed, to provide an environment for the development. Additionally the Conditions of Approval require landscape and hardscape materials on the proposed non-residential parcel consistent with the plant and hardscape materials used for the residential component and also require the incorporation of an expanded outdoor patio design for the existing non-residential building; and g. General architectural considerations including the character, scale and quality of the design, the architectural relationship with the site and other buildings, building materials, colors, screening of exterior appurtenances, exterior lighting and signage, and similar elements have been incorporated into the Project to ensure the compatibility of the development with its design concept and the character of adjacent buildings; and h. General landscape considerations including the location, type, size, color, texture and coverage of plant materials, provisions for irrigation, maintenance and protection of landscaped areas and similar elements have been considered for the Project to ensure visual relief, to complement buildings, structures and surrounding open space. Additionally, the Conditions of Approval require landscape and hardscape materials on the proposed nonresidential parcel consistent with the plant and hardscape materials used for the residential component and also require the incorporation of an expanded outdoor patio design for the existing non-residential building; and

6. Regarding the Tree Removal Permit:
a. The recitals above are true and correct and are incorporated herein by reference; and b. The approval of the Tree Removal Permit will not be detrimental to the public health, safety or welfare, and approval of the Tree Removal Permit is consistent with the applicable provisions of the Zoning Ordinance the trees identified for removal on the Project site do not include any native oak species, are not designated as a heritage tree by City Council Resolution, and the retention of the identified trees would restrict the proposed development.

Furthermore, the Project would establish new trees through a Final Landscape Plan for the Resolution No. 02-23

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Packet Pg. 183 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022- entire residential component and proposed non-residential parcel; and c. Measures have been incorporated into the Project to replace the trees removed through a Final Landscape Plan for the entire residential component and proposed non-residential parcel. Furthermore, the Project complies with the Zoning Ordinance mix of plant materials related to trees, shrubs, and groundcover standards; and

7. Regarding Growth Management Plan -Measure "J" Compliance:

In accordance with the City's General Plan 2035 Growth Management Program, the Planning Commission has reviewed the Project, and finds that the Project meets each of the following identified performance standards for full urban services as outlined in the General Plan 2035 Growth Management Element:
a. Community Centers
Performance Standard: At General Plan buildout, provide a minimum ratio of 1.2 square feet of community center space per 1,000 residents.

Project Compliance: The Project consists of 40 single-family detached condominium residential units and 4 Junior Accessory Dwelling Units (JADU). Based on General Plan 2035 information, an average San Ramon household consists of2.91 people and a reasonable estimate of 1 person for each JADU, the Project will increase the population by approximately I 21 people. Currently the total floor area of community centers in the city of San Ramon is approximately 126,640 sq. ft., which is approximately 1.51 sq. ft. per 1,000 residents based on the January I, 2022 population estimate from the State Department of Finance. As such, at General Plan buildout, the Project does not result in increased need for Community Centers.
b. Fire
Performance Standard: Prior to Project approval, require written verification from the San Ramon Valley Fire Protection District that a 5-minute response time (travel time) can be maintained for 90 percent of emergency calls in urban and suburban areas and/or that there will be a fire station within 1.5 miles of all development.

Project Compliance: The Project is within the developed area of the City of San Ramon and is within the current San Ramon Valley Fire Protection District area. The nearest station to the Project site, Station 34, located at 12599 Alcosta Blvd. is approximately 0.5 miles from the Project site. The San Ramon Valley Fire Protection District considers a 0.5-mile response area adequate to ensure 5-minute emergency response to all properties and has verified the Project meets this performance standard.
c. Flood Control
Performance Standard: Prior to Project approval, Applicants shall obtain written verification from the San Ramon Public Works Department stating that the new development will provide adequate storm drain facilities. Runoff from the development shall not increase the I 00-year peak flow in the City's flood control channels and shall be typically equal to pre-development conditions.

Resolution No. 02-23

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Packet Pg. 184 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022- Project Compliance: The City of San Ramon Public Works Department has conditioned the Project appropriately and verified that the Project, as conditioned, meets this performance standard.
d. Parks
Performance Standard: At General Plan buildout, provide a ratio of 6.5 acres of public parks per 1,000 residents, with goal to have park and recreation facilities within one-half mile of all residences.

Project Compliance: The Project is required to pay Parkland Dedication in-lieu fees to assist in achieving the ratio of 6.5 acres of public parks per 1,000 residents at buildout. The existing Central Park is within a one-half mile distance from the Project site residences. The City of San Ramon Parks & Community Services Department has verified the Project, as conditioned, meets this performance standard.
e. Police
Performance Standard: Prior to Project approval, require written verification from the San Ramon Police Department that a 3-5 minute response time (travel time) for emergency calls and a 20-minute response for all other calls can be maintained 95 percent of the time.

Project Compliance: The San Ramon Police Department has verified the Project meets this performance standard.
f. Sanitation Facilities
Performance Standard: Prior to Project approval, require written verification from the approved service provider that adequate sanitation facilities and services will be available to serve the Project.

Project Compliance: The Central Contra Costa Sanitary District has verified there are sufficient sanitation facilities and services to serve the expected added capacity demand from the Project.
g. Schools
Performance Standard: Require new development to provide necessary land, funding, and/or capital facilities for the school system, as determined by the San Ramon Valley Unified School District and applicable State law.

Project Compliance: Consistent with State law, the San Ramon Valley Unified School District has determined the Project is required to pay school impact fees to the San Ramon Valley Unified School District to offset development impacts on existing school facilities prior to issuance of a Building Permit.
h. Water
Performance Standard: Prior to Project approval, require written verification from the approved service provider that adequate water quality, quantity, and distribution will be available to serve the Project.

Resolution No. 02-23

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Packet Pg. 185 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022- Project Compliance: The East Bay Municipal Utility District has verified that adequate water quality, quantity, and distribution will be available to serve the Project.

As indicated above, the Project meets each of the identified performance standards for full urban services as outlined in the General Plan 2035 Growth Management Element.

NOW, THEREFORE, BE IT FUTHER RESOLVED, that pursuant to Government Code Section 66020( d)( 1 ), the Applicant is hereby given notice that the 90-day period in which the applicant may protest any fees, dedications, reservations or other exactions imposed on the development project and stated in the Conditions of Approval attached hereto shall commence upon passage of this Resolution; and
NOW, THEREFORE BE IT FURTHER RESOLVED, that the Planning Commission, in the exercise of its independent judgment, and based upon the fact the City Staff letter dated October 17, 2022 states that "there are no identified inconsistencies with objective standards or criteria" for the Project, and this determination is binding on the City as a matter of law, all the evidence in the record (including but not limited to all application materials, all related technical studies/documents, the written and oral staff reports, the written and oral comments received by the City, Conditions of Approval, minutes of meetings, documents relied upon or prepared by City staff relating to the Project, all correspondence submitted or delivered to the City in connection with the public hearings on the Project, and all other relevant documents contained in the administrative record), does hereby approve the proposed Development Plan application (DP 2022-0007), Major Subdivision application (MJ 2022-0005 - Vesting Tentative Map 9607), Use Permit (LUP 2022-0004), Architectural Review application (AR 2022-0032), Tree Removal Permit (TRP 2022-0009), and Environmental Review application (ENVR 2022-0004) based on the required findings, and subject to the Conditions of Approval attached as Exhibit "A".

PASSED, APPROVED AND ADOPTED on this 16th day of February 2023, by the following vote:

AYES: Commissioners Wallis, Marks, and Chair Alpert
NOES: Commissioner Kuznik
ABSTAIN: Vice Chair Edwards
ABSENT:
~ J
=:c: Gary Alpert, : ~ ssion
~ Chairperson
ATTEST:

Amy Sekhon, Planning Commission Clerk
ATTACHED:

Exhibit A: Conditions of Approval
Resolution No. 02-23

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Packet Pg. 186 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022-

EXHIBIT A

CONDITIONS OF APPROVAL
DEVELOPMENT PLAN (DP 2022-0007); MAJOR SUBDIVISION (MJ 2022-0005- VESTING TENTATIVE MAP 9607); USE PERMIT (LUP 2022-0004); ARCHITECTURAL REVIEW (AR 2022-0032);
TREE REMOVAL PERMIT (TRP 2022-0009); AND
ENVIRONMENTAL REVIEW (ENVR 2022-0004)

MARKETPLACE MIXED USE DEVELOPMENT PROJECT
130 MARKET PLACE
(APN: 213-701-002)

MARKETPLACE AT SAN RAMON, LLC
(APPLICANT AND PROPERTY OWNER)
Special Conditions
Planning Services Division:

1. The Project authorized with this action consists of the subdivision with a Vesting Tentative Map for Condominium Purposes and development of the Marketplace Mixed Use Development Project located at 130 Market Place (APN: 213-701-002), which consists of a 3.91 acre Project site area with the demolition of an approximate 55,636 sq. ft. of existing commercial tenant space, construction of 40 single-family detached condominium units, 4 Junior Accessory Dwelling Units, renovation of an existing 1,869 sq. ft. building for an existing Eating & Drinking Establishment, establish maximum open business hours of operation for the existing Eating and Drinking Establishment, associated parking removal, new and modified parking areas, tree removals, and comprehensive landscape improvements. The Project shall be in substantial compliance with the Development Plan, Vesting Tentative Map plans, the Preliminary Landscape Exhibit for Parcel K, and Project submittal items date-stamped "Received July 1, 2022", "Received July 25, 2022", "Received August 16, 2022", "Received September 26, 2022", and "Received February 7, 2023", unless modified by the conditions herein.

2. Prior to Final Map approval, the Applicant shall prepare a fiscal analysis to determine whether the Project's new residential units will generate sufficient General Fund revenues to offset the additional costs associated with providing City services and facilities to the new residential units. Should the fiscal analysis determine that sufficient revenues will not be generated, prior to Final Map approval, the Applicant shall provide an appropriate funding mechanism. Appropriate funding mechanisms for compliance with this Condition of Approval include but are not limited to, an existing or new Community Facilities District (CFO), a Landscape and Lighting District, or other mechanism acceptable to the Applicant and City. The Applicant shall be responsible for associated administrative costs of establishing said funding mechanism.

Resolution No. 02-23
Conditions of Approval
Page I of 18

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Packet Pg. 187 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022-

3. As applicable, prior to the construction of any portion of the Project, the Project proponent shall use commercially reasonable efforts to require that all qualifying contractors and subcontractors providing bulk lumber, concrete, structural steel, asphalt, and pre-fabricated building components such as roof trusses with a contract value of $5,000,000 or more, to exercise their option to obtain a Board of Equalization sub-permit for the jobsite and allocate all eligible use tax payments to the City of San Ramon. The Project proponent will use commercially reasonable efforts to require that any such contractor or subcontractor provide San Ramon with either a copy of their Board of Equalization account number and sub-permit (or such other documentation as is reasonably acceptable), or a statement that use tax does not apply to their portion of the Project.

4. Prior to the issuance of each residential unit building permit, the Applicant shall pay the per unit equivalent to IO percent of the for-sale single-family detached residential development total new residential livable square footage (excluding garages) multiplied by the City's per square foot rate as set forth with the Affordable Housing Impact Fee in effect on November 2, 2021 when the associated Preliminary Housing Development application was submitted and based upon the City Fee Schedule adopted with City Council Resolution No. 2021-058, and in compliance with the Inclusionary Housing Ordinance.

5. Prior to building permit issuance for the four (4) Junior Accessory Dwelling Units (JADUs), the Applicant shall submit to the City a Rent Survey of comparable units in the area to determine the income levels of the proposed JADUs for RHNA purposes.

The comparable rental prices may incorporate actual or anticipated rents. The Rent Survey shall also consider monthly rental rate and utility costs for renters.

6. Prior to Final Map recordation, the Applicant shall establish and record a reciprocal access and shared parking agreement for non-residential uses only between the Project's existing 34 parking spaces for commercial uses on the non-residential parcel and the remainder Marketplace Center parking spaces. The reciprocal access and shared parking agreement shall maintain adequate parking spaces for non-residential uses between the Project's non-residential parcel and the remainder of the Marketplace Center. The shared parking agreement shall be subject to review by the Community Development Director for consistency with City standards (e.g. parking, etc.). Said document shall be submitted for the City's review at least thirty (30) days prior to the Applicant's submission of materials requesting Final Map approval.

7. Unless determined to be infeasible by the Community Development Director, the Applicant shall utilize reclaimed water for grading and dust suppression and other construction activities appropriate for reclaimed water use.

8. The applicant shall install reclaimed water infrastructure (i.e. purple pipe, etc.) in anticipation offuture reclaimed water availability. Irrigation plans shall be reviewed and approved by the City prior to the issuance of a Building Permit.

Resolution No. 02-23
Conditions of Approval

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Packet Pg. 188 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022-

9. Prior to issuance of a building permit for construction of the residential component of the Project, the Applicant shall submit a revised Final Landscape Plan for review and approval by Staff, demonstrating a re-landscaping of the entire proposed nonresidential parcel using plant and hardscape materials approved for the residential component of the overall Marketplace Mixed Use Development Project.

I 0. Prior to issuance of a building permit for construction of the residential component of the Project, the Applicant shall submit a revised plan(s) for review and approval by Staff, incorporating any temporary construction storage yard on the subject property, located as far away as practical from the existing residential units along Market Place, taking into consideration operational constraints.

11. Prior to issuance of a building permit for construction of the residential component of the Project, the Applicant shall submit Final Landscape Plans for review and approval by Staff, demonstrating that the screening adjacent to the commercial loading area effectively minimizes visual impacts on residential units 1 and 16.

12. Prior to issuance of a building permit for construction of the Project, the Applicant shall submit revised plans for review and approval by Staff, incorporating on the proposed Project non-residential parcel the following:
(a) The existing concrete outdoor patio, on the east side of the existing building, shall be extended in a westward direction toward the building up to the building wall and eastward by removing the existing low hedge and extending the patio into the former hedge area.
(b) Instead of using concrete, pavers may be used.
(c) The existing circular planters shall be removed to make additional room for tables and chairs.
(d) All patio plant materials shall, at all times, be well maintained. (e) Removal or substitution of plant materials shall require prior City Staff review and approval.

13. Prior to Final Map recordation, the Applicant shall establish and record on the affected properties a Shared Parking Agreement between the HOA and the Property Owner of the proposed Project non-residential parcel to allow overnight residential use parking between 9:00 p.m. and 6:00 a.m. on the proposed Project non-residential parcel. The Shared Parking Agreement shall be subject to review by the Community Development Director and may include vehicle registration, a sticker program, and/or guest permits for overnight stays. Said document shall be submitted for the City's review at least thirty (30) days prior to the Applicant's Final Map recordation.

14. Prior to Final Map Approval, the Applicant shall revise the Project plans to establish a public access easement on the proposed Parcel E. The Final Map, with the public access easement on Parcel E, shall be recorded on the affected properties.

Resolution No. 02-23
Conditions of Approval

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Packet Pg. 189 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022- General Conditions
Planning Services Division:

15. The Applicant (including any assignee or successor-in-interest) shall defend, indemnify, and hold harmless the City of San Ramon (City) and its agents, elected officials, officers, and employees from any claim, action or proceeding against the City or its agents, elected officials, officers, and employees to attack, set aside, void or annul any part of the City's approval of the Applicant's project. The City will promptly notify the Applicant of any such claim, action or proceeding, and cooperate in the defense. Applicant shall provide the City with independent legal counsel of City's reasonable choosing to defend any lawsuit or claim brought by third persons regarding City's approval of the Applicant's project, and Applicant shall bear the entire reasonable cost of City's defense.

16. The approval(s) authorized by this action shall be exercised through issuance of a building permit before expiration of the Vesting Tentative Map, including any extensions thereof. Prior to expiration, an additional time extension(s) may be granted in accordance with Section D6-34 of the Zoning Ordinance.

17. The approval(s) associated with a Vesting Tentative Map shall expire only if the Vesting Tentative Map expires per the California Subdivision Map Act.

18. Prior to any site work and/or occupancy, the Applicant shall obtain all required building permits from the Building and Safety Services Division and the San Ramon Valley Fire Protection District.

19. Any significant change to the proposed development plan and Vesting Tentative Map other than those required by these conditions will necessitate further review and approval by the Planning Commission as determined by the Community Development Director. A significant change may include, but is not limited to, revisions to the approved Project that are not substantially compliant and fundamentally alter the overall approved purpose, design, function, and/or intent of the approved Project.

Additionally, a significant change shall include a future change by the Applicant to deed restrict any number of the proposed Junior Accessory Dwelling Units (JADUs) to comply with the adopted lnclusionary Housing Ordinance requirements in effect on November 2, 2021 when the associated Preliminary Housing Development application was submitted.

20. All buildings and improvements shall conform to the approved project plans, unless authorized by this approval or the conditions herein.

Resolution No. 02-23
Conditions of Approval

10.1.d
Packet Pg. 190 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022-

21. The Applicant shall submit to the Planning Services Division a set of annotated Conditions of Approval elaborating on the compliance status of each Condition of Approval for the Project and noting how each has been satisfied at the following benchmarks:
• Prior to site development permit issuance
• Prior to building permit issuance
• 72 hours prior to final building occupancy request

22. Failure of the Applicant to implement, follow, and adhere to these Conditions of Approval may result in revocation hearing proceedings or modification of the Project before the Planning Commission and/or City Council.

23. The Applicant shall pay all applicable project processing fees at time of permit filing.

Deposit amounts are set at the average cost to provide various services. If costs exceed the deposit, the Applicant will be billed the cost over runs.

24. Construction activity shall be limited to the hours between 7:30 AM and 5:00 PM Monday through Friday, 9:00 AM and 4:00 PM on Saturdays and Sundays.

Construction shall be prohibited on federal holidays.

25. The City may impose more restrictive construction days/hours if reasonably determined to be necessary to protect the public well-being. The Applicant shall designate a "Noise Disturbance Coordinator" to respond to any local complaints about construction noise and work closely with Planning Services Staff in resolving complaints, as reasonably feasible. A notice shall be sent to property owners and tenants/residents within a 500-foot radius of the site prior to start of grading and site development containing Coordinator contact information along with approved hours of construction.

26. To the extent feasible, the site plan shall provide for utility meters, transformers, irrigation control boxes, backflow devices, valves, etc. to be screened by buildings, fencing and/or landscaping so as to harmonize with building design and recognize setback requirements.

27. No individual unit shall be occupied until the immediately adjoining area is safe and until all reasonable expected services and amenities are provided to the unit to be occupied as deemed appropriate by the City.

28. Prior to any residential sign installation (including monument entry signs), such signs shall be submitted and approved by the Planning Services Division through the appropriate sign permit application.

29. Prior to installation of the proposed commercial monument sign location, adjacent to Drive D, the Applicant shall obtain an approved Master Sign Program Amendment application to amend the existing Marketplace Master Sign Program to include the design for the commercial monument sign location.

Resolution No. 02-23
Conditions of Approval

10.1.d
Packet Pg. 191 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022-

30. A minimum of a two-car garage shall be provided for single-family residences having up to 4 bedrooms. Conversion of dens, offices, a family room, etc. designated on the approved Project Plans into additional bedrooms is not permitted. The conversion ofan existing garage into an Accessory Dwelling Unit (ADU) or Junior Accessory Dwelling Unit (JADU) shall comply with all applicable State and local laws.

31. The minimum, unobstructed interior garage dimension of 20'-0" wide by 22'-0" deep shall be provided and maintained for each required two-car garage. To discourage neighborhood parking conflicts, the CC&Rs for any Homeowners Association (HOA) governing such neighborhoods, which will be subject to review and approval by the Community Development Director, shall include a provision(s) that the HOA implement a program to ensure that garages are available to park the resident's vehicles, as needed. The program may include, and is not limited to, HOA vehicle registration, sticker programs, guest permits for overnight stays, and periodic inspections to ensure that the garage parking spaces accommodate the vehicles associated with the household.

32. As proposed, a minimum six (6) parking spaces shall be maintained as available for resident and residential guest parking. The Community Development Director may allow modifications dependent upon approved Final Map plans.

33. All rooftop equipment, which includes, but is not limited to, air conditioning, heating, refrigeration equipment, plumbing lines, ductwork and transformers, shall be screened from views on all sides.

Contra Costa Mosquito and Vector Control District

34. The Applicant shall employ measures necessary to ensure no creation or maintenance of a public nuisance as defined by California Health and Safety Code §2002.

Maintaining a nuisance may lead to abatement by the Contra Costa Mosquito & Vector Control District and civil penalties pursuant to California Health and Safety Code §2060 et seq. At no time should any aspect of the project or property produce, harbor, or maintain disease vectors or other nuisances. Water collection, conveyance, and treatment features, should not hold water in excess of 72 hours, in order to prevent creating suitable mosquito habitat. Proper construction and operation measures should be employed to prevent mosquito production, paired with thorough maintenance plans to adequately address mosquito production, should it occur.

Prior to Final Map Approval
Planning Services Division:

35. Prior to Final Map approval, all proposed Project street names and addresses shall be subject to the review and approval of the Planning Services Division. The Applicant shall submit for review and approval an Address Assignment application, with applicable fees, to the Planning Services Division at least thirty (30) days prior to submitting a Final Map.

Resolution No. 02-23
Conditions of Approval

10.1.d
Packet Pg. 192 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022-

36. A Homeowners Association(s) (HOA) shall be established for the residential component of the Marketplace Mixed Use Development Project and shall be created with Covenants, Conditions and Restrictions (CC&Rs) covering each included lot and all common areas. Such CC&Rs shall be subject to review and approval by the Community Development Director. Said document shall be submitted for the City's review at least thirty (30) days prior to the Applicant's submission of materials requesting Final Map approval. CC&Rs for said HOA shall typically include the following provisions as appropriate:
(a) Failure to pay dues and assessments shall be both a lien against the assessed land and a personal obligation of each property owner.
(b) The HOA shall keep the Planning Services Division informed of the current name, address and phone number of the HOA's official representative. (c) The HOA shall conform with the design and color/materials of the fences and walls within the subdivision approved by the City of San Ramon. The Community Development Director may authorize minor deviations prior to such improvements. (d) The HOA shall implement a program to ensure that garages are available to park the resident's vehicles, as needed. The program may include, and is not limited to, HOA vehicle registration, sticker programs, guest permits for overnight stays, and periodic inspections to ensure that the garage parking spaces accommodate the vehicles associated with the household.
(e) Parking of boats or recreational vehicles on the driveways, parking spaces, and/or private streets is prohibited.
(f) In the event the common areas or facilities are not properly maintained, repaired or replaced according to the approved plans, each property owner shall be responsible for their proportionate share of these costs to bring the common area or facilities back to its original condition, secured by a lien on the property in favor of the HOA, in accordance with the HOA procedures.
(g) The HOA shall be responsible for the long-term Project maintenance and upkeep of all common areas within the Project site.
(h) The HOA shall maintain all building and site improvements in accordance with the final approved color and materials board for this Project as approved and accepted by the City of San Ramon. The Community Development Director may authorize minor deviations to such improvements if deemed appropriate. (i) All amendments to the CC&Rs shall be submitted to the Planning Services Division at least forty-five ( 45) days for review prior to recordation.

Resolution No. 02-23
Conditions of Approval

10.1.d
Packet Pg. 193 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022- U) The HOA shall provide for proper management and maintenance of HOA-owned open space and improved common areas, including all private recreation areas, walkways, landscaped areas, identification/directional signs, and retaining walls as described herein. As part of this requirement, all landscaping within the common area(s) shall be maintained and replaced on a 1: 1 basis. (k) The HOA shall be responsible for maintenance of any required public access easement(s) and improvements within said easement(s) which may be required herein.
(I) The HOA shall maintain City-approved documents relevant to the subject subdivision for inspection by property owners, including but not necessarily limited to, Planning Commission Resolution No. 02-23, Project Plans (referenced herein), and Project Construction Plans (known as "as built" plans); and deed restrictions required by this action.
(m)Traffic calming measures along private streets (e.g. speed humps), ifrequired, shall be funded post-construction by the HOA. Traffic calming features must be consistent with the City's overall transportation network and with nationally recognized standard traffic engineering safety practices and procedures, specifically the Institute of Transportation Engineers (ITE). (n) Conversion of dens, offices, a family room, etc. designated on the approved Project Plans into additional bedrooms is not permitted. The conversion of an existing garage into an Accessory Dwelling Unit (ADU) or Junior Accessory Dwelling Unit (JADU) shall comply with all applicable State and local laws.

37. The Applicant shall prepare a single, separate page disclosure to the future purchaser of residential units describing parking rules, programs, and regulations. The disclosure shall be provided to Planning Services Division for review at least forty-five (45) days prior to filing of Final Map. The disclosure shall be provided to all purchasers of residential units for review and acknowledgement.

38. The Applicant shall prepare and record a "Blanket Deed Restriction" in favor of the HOA reinforcing use of the garage as available to park the resident's vehicles, as needed, (see also CC&R requirements contained herein). The Applicant shall provide the draft deed restriction to the Planning Services Division for review at least forty-five (45) days prior to filing of Final Map.

39. The open business hours of operation for the Eating and Drinking Establishment land use on the Project site, as a non-residential use located adjacent to a residential use in a mixed use project, shall be not extend beyond 5:00 AM to 10:00 PM, Monday through Sunday. Any modification to the land use operation (including a new land use) and/or the maximum open business hours of operation shall be reviewed and approved by the Community Development Director or Planning Commission, as determined by the Community Development Director, with the applicable Zoning Ordinance regulations (e.g. Zoning Ordinance Section D2-l 5(8)(4)(c)).

Resolution No. 02-23
Conditions of Approval

10.1.d
Packet Pg. 194 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022-

40. The Applicant shall prepare a single, separate page disclosure to the future purchaser of residential units describing the mixed use zoning designation, the maximum open business hours of operation (5 :00 AM to 10:00 PM, Monday through Sunday) for the Eating and Drinking Establishment land use on the Project site, and any modification to the land use operation (including a new land use) and/or the maximum open business hours of operation may be reviewed by the City. The disclosure shall be provided to Planning Services Division for review at least forty-five ( 45) days prior to filing of Final Map. The disclosure shall be provided to all purchasers of residential units for review and acknowledgement.

41. A Utilities Plan shall be submitted and approved by the Community Development Director. The Utilities Plan shall be submitted sixty (60) days prior to the Applicant's submission of materials requesting Final Map approval. The Utilities Plan shall provide for undergrounding of all wet utilities to the extent feasible. It is acknowledged that certain above ground water system appurtenances, such as backflow preventers, fire connections, etc., must be above ground.

Engineering Services Division:

42. The Applicant shall provide all necessary easements for public access, emergency vehicle access, sewer, storm drain, water, and other utilities, as shown on the approved development plans. The City Engineer may allow modifications dependent upon service utility review.

43. The Applicant shall provide ownership and maintenance responsibility for all easements and improvements related to sound walls, fences, drainage facilities, open space trails, landscape, and decorative elements on the Final Map or by separate instrument.

44. The Applicant shall provide site visibility requirements to ensure clear visibility at Project roadway intersections as required by the Zoning Ordinance and by the City Engineer.

45. The Project shall include only private roads and access easements (no public roads).

46. If required to secure improvements, the Applicant shall enter into a Subdivision Improvement Agreement pursuant to the requirements of the City's Subdivision Ordinance.

Parks and Community Services Department:
4 7. The Project shall fulfill the Parkland Dedication Ordinance requirement through payment of in-lieu fees, paid at the time of building permit issuance. In-lieu fees shall be calculated based upon the Parkland Dedication Ordinance in effect on November 2, 2021 when the associated Preliminary Housing Development application was submitted and the City Fee Schedule adopted with City Council Resolution No. 2021- 058.

Resolution No. 02-23
Conditions of Approval

10.1.d
Packet Pg. 195 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022- Prior to Site Development Permit Issuance
Planning Services Division:

48. Prior to Site Development Permit issuance, the Final Landscape/Irrigation Plan shall be submitted to the Community Development Director for review and consistency with the approved development plans.

49. The Applicant shall provide Landscape Plans that demonstrate compliance with the City Zoning Ordinance landscape and irrigation requirements, and with the State and local requirements of the Model Water Efficient Landscape Ordinance (MWELO).

50. The Applicant shall submit a Soil Management Report as required by the State MWELO for the Project Landscape Documentation Package.

51. Prior to Site Development Permit issuance, the Applicant shall submit a plan with the Site Development Permit for review and approval by Staff incorporating weekday and weekend truck traffic street routes and arrival/departure times. The plan shall be provided to all material suppliers for the construction of the Project.

52. Prior to and during any Project construction activity on the subject property, the Applicant shall comply with the following regulatory control measure (AIR- I), based on the recommendation by the Air Quality and Greenhouse Gas Analysis Memorandum, date-stamped "Received August 16, 2022," and prepared by LSA:

Consistent with the Bay Area Air Quality Management District (BAAQMD) Basic Construction Mitigation Measures, the following controls are required to be included as specifications for the proposed project and implemented at the construction site:
• All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day. • All haul trucks transporting soil, sand, or other loose material off site shall be covered.
• All visible mud or dirt tracked-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited.
• All vehicle speeds on unpaved roads shall be limited to 15 miles per hour. • All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible.
• Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used.
• Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California Airborne Toxics Control Measure Title 13, Section 2-185 of California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points.

Resolution No. 02-23
Conditions of Approval

10.1.d
Packet Pg. 196 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022- • All construction equipment shall be maintained and properly tuned in accordance with manufacturers' specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation.
• A publicly-visible sign shall be posted with the telephone number and person to contact at the City of San Ramon regarding dust complaints. This person shall respond and take corrective action within ./8 hours. The BAAQMD's phone number shall also be visible to ensure compliance with applicable regulations.

53. Prior to and during any Project construction activity on the subject property, the Applicant shall comply with the following regulatory control measure (BIO- I), based on the recommendation by the Biological Resources Analysis Memorandum, datestamped "Received August 16, 2022," and prepared by LSA:

Avoid Disturbance of Nesting Birds. Initial site disturbance activities, including tree removal and demolition of buildings, shall be prohibited during the general avian nesting season (February 1 to August 31), if feasible. If nesting season avoidance is not feasible, the applicant shall retain a qualified biologist to conduct a preconstruction nesting bird survey to determine the presence/absence, location, and activity status of any active nests on or adjacent to the project site. The extent of the survey buffer area surrounding the site shall be established by the qualified biologist to ensure that direct and indirect effects to nesting birds are avoided. To avoid the destruction of active nests and to protect the reproductive success of birds protected by the Migrato,y Bird Treaty Act (META) and the California Fish and Game Code (FGC), nesting bird surveys shall be performed not more than 7 days prior to scheduled vegetation and building removal. In the event that active nests are discovered, a suitable buffer (typically a minimum buffer of 50 feet for passerines and 250 feet for raptors) shall be established around such active nests and no construction shall be allowed inside the buffer areas until a qualified biologist has determined that the nest is no longer active (e.g., the nestlings have fledged and are no longer reliant on the nest). No ground-disturbing activities shall occur within this buffer until the qualified biologist has confirmed that breeding/nesting is completed and the young have fledged the nest. Nesting bird surveys are not required for construction activities occurring between August 31 and January 31.

54. During any Project construction activity on the subject property, the Applicant shall comply with the following regulatory control measure, based on the recommendation by the Noise and Vibration Impact Analysis Memorandum, date-stamped "Received August 16, 2022," and prepared by LSA:

All activities associated with demolition of the existing building within 5 feet of any existing nearby buildings shall be carried out using hand tools. Large equipment, such as a dump truck to carry debris away, shall remain more than 5 feet from the existing commercial building(s).

Resolution No. 02-23
Conditions of Approval

10.1.d
Packet Pg. 197 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022-

55. During any Project construction activity on the subject property, the Applicant shall comply with the following regulatory control measure, based on the recommendation by the Noise and Vibration Impact Analysis Memorandum, date-stamped "Received August 16, 2022," and prepared by LSA:

The use of heavy equipment (e.g. dump trucks) shall be prohibited within 12 feet of existing structures. If heavy equipment is necessa,y within 12feet of the northern bounda,y of the project site, the Applicant shall submit for review and approval by the Community Development Director a plan to implement the following practices:
• A qualified structural engineer shall identify structures located within 12 feet of heavy construction activities that have the potential to be affected by ground-borne vibration.
• Develop a vibration monitoring and construction contingency plan to identify structures where monitoring would be conducted; set up a vibration monitoring schedule; define structure specific vibration limits; and address the need to conduct photo, elevation, and crack surveys to document before and after construction conditions. Identify construction contingencies for vibration levels that exceed the identified thresholds.
• At a minimum, monitor vibration during initial demolition activities.

Monitoring results may indicate the need for more or less intensive measurements.
• If vibration levels exceed the identified thresholds, suspend construction and implement contingencies to either lm\ler vibration levels or secure the affected structures.
• Conduct post-survey on structures where either monitoring has indicated high vibration levels or complaints of damage have been made. Make appropriate repairs or compensation where damage has occurred as a result of construction activities.

Engineering Services Division:

56. The Project shall comply with all applicable requirements of the Municipal Code.

57. The Project shall comply with the current San Ramon Public Works Standards.

58. The Applicant shall pay all outstanding review fees associated with processing the development applications in accordance with City Council Resolution No. 2021-058 for City services incurred prior to project approval by the Planning Commission.

59. The Applicant shall submit a Site Development Permit application and plan check fee for on-site improvements, including grading and drainage.

60. The Applicant shall provide evidence ofapprovals from utility providers, including but not limited to, East Bay Municipal Utility District, Central Contra Costa Sanitary District, Dublin San Ramon Services District, AT&T, and PG&E.

Resolution No. 02-23
Conditions of Approval

10.1.d
Packet Pg. 198 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022-

61. The Applicant shall pay applicable Drainage Mitigation and Creek Study Fees as established by City Council Resolution No. 2021-058 and Ordinance.

62. The Applicant shall provide surety in the amount and form approved by the City Engineer with the surety company licensed to do business in the State of California and acceptable to the City of San Ramon.

63. The Project shall comply with all applicable requirements of the Americans with Disabilities Act (ADA). In addition to on-site improvements, these standards shall be required for off-site improvements otherwise required of the Project.

64. The Applicant shall obtain an encroachment permit for all work conducted within the City right-of-way or easement.

65. The Applicant shall submit a final Stormwater Control Plan report consistent with the requirements of the latest edition of the Contra Costa Clean Water Program Stormwater C.3 Guidebook.

66. The Applicant shall procure a General Construction Permit from the Regional Water Quality Control Board if the project will disturb one acre or more ofland.

67. The Applicant shall include on the plans, installation of drainage markers on all on-site and off-site drainage inlets in accordance with City standards. These markers, if located on private property, shall be maintained by the Applicant or owner in a manner acceptable to the City, pursuant to City Ordinance.

68. The Applicant shall include on the plans, installation of full trash capture devices (make and model to be approved by the City Engineer) on all new storm drain inlets.

69. The Applicant shall submit to the City Engineer for review and approval a final hydrology study, subject to the requirements outlined in the San Ramon Public Works Standards.

70. The Applicant shall include on the plans, installation of drainage improvements to mitigate new development related run-off consistent with the requirements of the hydrology study. All storm water facilities shall accommodate a 25-year storm event, substantially equal to pre-development conditions. Runoff from the development shall not increase the I 00-year peak flow in the City's flood control channels.

71. The Applicant shall incorporate Green Infrastructure (GI) facilities to the maximum extent practicable. The design of the GI facilities shall be consistent with the City's Design Guidelines unless approved otherwise by the City Engineer. The additional stormwater treatment proposed to treat existing infrastructure shall be sized to offset the GI requirement for the new sidewalk along Market Place.

72. The Applicant shall submit Operation and Maintenance (O&M) Plan for storm water control and water quality devices and features.

Resolution No. 02-23
Conditions of Approval

10.1.d
Packet Pg. 199 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022-

73. The Applicant shall submit plans and obtain approval from the City Engineer on all proposed improvements on Market Place. Final design may include revisions to meet City standards.

74. The Applicant shall include on the plans installation of a new crosswalk across Market Place at the intersection of the most northerly new driveway and Market Place. The crosswalk shall include ADA ramps, rectangular rapid flashing beacons (RRFB), required pedestrian signs (W 11-2 and W 16-9P) and striping at the crosswalk. In advance of the crosswalk in both directions, required pedestrian signs (W 11-2), legend markings (PED XING), YIELD line (triangles) markings, and Yield Here to Pedestrian (R 1-5) signs shall be installed. The crosswalk is to accommodate access to businesses on the opposite side of the street and to the Iron Horse Trail. Satisfaction of this condition requires the installation of all improvements necessary for the proper operation of the crosswalk, which may entail removal of the crosswalk approximately 130 feet to the north.

75. The Applicant shall include on the plans, installation of Share the Road (sharrows) striping per City standards and bike route signs and/or appropriate supplemental bicycle signs (ex. Bike Use Full Lane or Share the Road) on Market Place between Montgomery Street and Alcosta Boulevard to establish a bicycle route on Market Place.

Public Services Division:

76. The Applicant shall submit a Waste Management Plan (WMP, via GreenHaloSystems.com) and Summary Report for review and approval by the Public Services Division.

77. The Applicant shall re-use or recycle at least 65% (by weight) of the construction and demolition debris generated by the project. (65% is CALGreen requirement since 2017) Keep receipts from processors of all waste materials to build final report, submit to GreenHaloSystems.com.

78. All trees removed from the project shall be recycled as mulch, compost, or biomass fuel, and should be reported as part of the WMP. Keep receipts from processors of all waste materials to build final report, submit to GreenHaloSystems.com.

79. The Applicant shall design the proposed pervious pavers along the private road to accommodate the vehicle weight of the waste hauler's collection vehicles, anticipating at least weekly frequency of pickups.

Prior to Building Permit Issuance
Planning Services Division:

80. Final Conditions of Approval shall be printed on the cover page of the building permit plan submittal.

Resolution No. 02-23
Conditions of Approval

10.1.d
Packet Pg. 200 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022-

81. Prior to issuance of a building permit, the Applicant shall comply with the following regulatory control measure (GHG-1 ), based on the recommendation by the Air Quality and Greenhouse Gas Analysis Memorandum, date-stamped "Received August 16, 2022," and prepared by LSA:

The project applicant shall ensure that the design of the proposed project achieves compliance with the electric vehicle requirements in the most recently adopted version of the California Green Buildings Standards Code (CAL Green Code) Tier 2 measures.

82. Prior to the issuance of a building permit, the Applicant shall comply with the following regulatory control measure, based on the recommendation by the Noise and Vibration Impact Analysis Memorandum, date-stamped "Received August 16, 2022," and prepared by LSA:

The Applicant shall submit for review and approval by the Community Development Director a Final Acoustical Report (FAR) to confirm the noise reduction capability of the proposed exterior facades and to identify any specific upgrades necessary to achieve an interior noise level of-15 dBA CNEL or below in all habitable rooms.

83. Child Care Fees, the Park and Recreation Facility Impact Fee, the Private Sector Art and Beautification Contribution Fee, and the Open Space Development Impact Fee shall be paid, based upon the City Fee Schedule adopted with City Council Resolution No. 2021-058.

84. Prior to issuance of building permits, a Final Landscape/Irrigation Plan shall be reviewed and approved by the Community Development Director for consistency with the approved Development Plan. Such Final Landscape/Irrigation Plan shall address all plantable areas out to the curb and within common areas if required.

85. Prior to building permit issuance, a final lighting plan and photometrics shall be reviewed and approved by the Community Development Director. These plans shall conform to provisions of the City of San Ramon Zoning Ordinance and Security Ordinance. All lighting shall be shielded from abutting properties with cut-offs (shields) to limit nuisance or annoyance. No lighting shall be of the type or in a location such that it constitutes a hazard to vehicular traffic, either on private property or on abutting streets. The spacing and height of the standards and luminars shall be approved by the City Engineer and Community Development Director.

86. Prior to building permit issuance, the design and placement of any Project fencing, shall be reviewed and approved by the Community Development Director for substantial conformity to the approved development plan. Said fencing shall be of a high quality and compatible with quality building design.

87. Trash and recycling enclosures (if applicable) shall be in compliance with City development standards which includes Stormwater Management. Design of trash enclosures shall be architecturally integrated with the Project and subject to review by Resolution No. 02-23
Conditions of Approval

10.1.d
Packet Pg. 201 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022- Community Development Director. The number of individual trash and recycling enclosures shall be determined based on need, pickup schedules and other requirements of the applicable service provider.

88. Prior to building permit issuance, the design and placement of all Project retaining walls shall be reviewed and approved by the Community Development Director.

89. Applicant shall provide opportunities for potential homebuyers to purchase dwelling units that contain design items that offer accessibility as discussed in the City's "Accessible Housing Resource Guide", depending on the homebuyer's special needs and the structural components and space allows. Prior to building permit issuance, Applicant shall demonstrate to the Planning Services Division that Project sales information includes as an option features that are designed to provide handicapped/senior accessibility, as discussed in the City's "Accessible Housing Resource Guide," or similar document. Any features that are designed to provide handicapped/senior accessibility shall be installed only with the mutual consent of the Applicant and homebuyer.

90. All proposed signage shall require a separate sign permit. Building permit applications are to be reviewed and approved by the Planning Services Division and the Building Services Division. Approval of signage shall be based on consistency with the approved plans and compliance with the San Ramon Zoning Ordinance.

San Ramon Unified School District:

91. Mixed use development projects within the boundaries of the San Ramon Valley Unified School District (SRVUSD) are subject to development impact fees. The Applicant shall pay the per square foot fee in effect at the time the building permit is issued for the proposed mixed use development project. Prior to building permit issuance, the Applicant shall provide proof of payment of impact fee.

San Ramon Valley Fire Protection District:

92. Prior to building permit issuance, the Applicant shall submit plans to the San Ramon Valley Fire Protection District for review and approval.

93. Fire apparatus roadways (public or private streets or roads used for vehicle access) shall be installed, and fire hydrants shall be in service prior to commencement of framing. Failure to comply shall result in a stop work order.

Prior to Building Occupancy
Planning Services Division:

94. Prior to building occupancy, the Applicant shall confer with local postal authorities to determine the type of mail receptacles that are to be utilized for this Project. Design of mail receptacles shall be submitted for Planning Services Division's review. Mail receptacles are to be placed on private or HOA property and are not allowed within the public right of way or publicly owned property.

Resolution No. 02-23
Conditions of Approval

10.1.d
Packet Pg. 202 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022-

95. Prior to building occupancy, the Applicant shall submit to the Planning Services Division three (3) executed and notarized copies each of a Landscape Maintenance Agreement and/or Building Exteriors Maintenance Agreement that shall be recorded as a deed restriction on all HOA common area parcels and the Project non-residential parcel.

96. No individual unit shall be occupied until the adjoining area is finished, safe, accessible, provided with all reasonable expected services and amenities, and completely separated from remaining construction activity areas, as determined by the Community Development Director. The Community Development Director may approve an appropriate bond to be posted by the Applicant to cover the costs of improvements still underway and thereby allow final occupancy of initial Project phases.

97. After written verification by a certified landscape architect has been provided to Planning Services Division, the Applicant shall request inspection of the final Landscape and Irrigation installation from Planning Services Division at least 72 hours prior to building occupancy inspection.

98. Prior to final inspection of the Landscape and Irrigation Plan, the Applicant shall submit to the Planning Services Division for review a Certificate of Completion as required by the State Model Water Efficient Landscape Ordinance.

Engineering Services Division:

99. The Applicant shall enter into an O&M Agreement with the City for the operation and maintenance of the private stormwater treatment facilities. The agreement shall require the Applicant to operate and maintain these facilities per the approved O&M plan, and submit an annual report to the City.
100. The Applicant shall complete improvements to provide access to public areas, along the Market Place public Right-of-Way that do not currently meet City Public Works standards. The scope of work for new improvements shall be limited to new street lighting and/or traffic improvements that may include crosswalks, signage, striping, and Rectangular Rapid Flashing Beacons, including related work necessary to install the new improvements (e.g., utility relocation), along Market Place. 101. The Applicant shall provide a letter from the project geotechnical engineer attesting that grading and foundations were constructed in accordance with their recommendations for the project.
l 02. The Applicant shall submit record as-built drawings to the City with each page stamped as such in an electronic format acceptable to City staff. 103. The Applicant shall provide a letter from the project traffic engineer verifying any approved changes that were made affecting the sight distance triangles within the project development.

Resolution No. 02-23
Conditions of Approval

10.1.d
Packet Pg. 203 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022- Transportation Services Division:
104. Prior to occupancy of the first residence, implement the following Transportation Demand Management (TOM) requirement:
a) Coordinate with Transportation Services Division and the local transit provider to obtain and distribute information encouraging existing local public transit service to homeowners, the HOA, and non-residential users. b) Distribute City TOM Commuter program information to homeowners, Homeowners Association (HOA), and non-residential sites 105. Developer will be required to distribute Transportation Demand Management (TOM) information for existing carpool, transit, vanpool incentive programs and transit schedules. In addition, Clipper Card information for public transit should also be included. The developer may contact the City's Transportation Division for information.

Resolution No. 02-23
Conditions of Approval

10.1.d
Packet Pg. 204 Attachment: D: Planning Commission Resolution No. 02-23 with Conditions of Approval (2023-029 : Marketplace MU Dev. Project (DP 2022-

RESIDENCES AT MARKETPLACE
Project Description
The proposed Residences at Marketplace (“Project”) is a horizontal mixed-use development composed of residential and commercial components, both of which are located on a 3.91-acre project site within the existing Marketplace Shopping Center. The Project’s residential component consists of 40 single-family detached condominium units, 4 accessory dwelling units (“ADU”s) within these structures, and related improvements located on an approximately 2.86- acre site (Parcel A – I : Lots 1 - 7). The Project’s commercial component consists of the exterior renovation of an existing coffee shop located on an approximately 0.50-acre site (Parcel K) adjacent to the 2.86-acre Residential Site. An approximately 0.55-acre area (Parcel J) will provide vehicular and pedestrian access to the Project and the Marketplace Shopping Center.

The Project is consistent with the site’s General Plan land use designation (Mixed Use) and zoning designation (MU, Mixed Use).

Existing Land Uses and Major Physical Alterations. The Project is located within a developed urban setting, with the Marketplace Shopping Center to the north, mixed commercial uses to the west and southwest, and medium to high density residential to the southeast. The Marketplace Shopping Center consists of two parcels separated by Montgomery Street. The parcel north of Montgomery Street is not a part of this submittal.

The Project includes processing of a tentative map approved for condominium purposes to subdivide an existing parcel of approximately 12.43 acres into the approximately 2.86-acre Residential Site (Parcel A – I : Lots 1- 7), the approximately 0.50-acre Commercial Site (Parcel K), and the approximately 0.55-acre Drive D Site (Parcel J).

At present, the proposed Residential Site (Parcel A – I : Lots 1-7) and the proposed Drive D Site (Parcel J) contain a vacant approximately 51,000-square-foot structure, an approximately 4,000- square-foot existing-retail structure, and a parking lot. These existing structures will be demolished. The total area of physical improvement within Parcel 1 is expected to encompass approximately 2.05 net acres of new residential uses and an estimated 1.52 acres of open space.

The approximately 0.50-acre Parcel K currently contains an 1,869-square-foot coffee shop and associated parking lot. The Project proposes exterior renovations to the coffee shop in addition to landscaping improvements to the surrounding parking lot area.

The 0.55-acre Drive D Site (Parcel J) will provide vehicular and pedestrian access to the Residential Site (Parcels A – I : Lots 1-7), Parcel K and the Marketplace at San Ramon Shopping Center (Designated Remainder Parcel). No alterations are proposed on the Designated Remainder Parcel.

The total site area where physical alterations will occur is approximately 3.91 acres: the combined acreage of Parcels A – I : Lots 1 – 7, Parcel K, and Parcel J.

RECEIVED
JUL 01 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 205 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC - 2 -
The Project will not result in the demolition of any existing residential units.

Proposed Land Uses. The Project includes 40 single-family detached residential units and 4 ADUs, for a total of 44 units and approximately 88,424 square feet of “mixed use project residential component” uses under the Zoning Ordinance. As shown in the Site Plan, the Project includes 6 residential unit plan types. These plan types correspond with the front elevations proposed for each residence, as shown on the Schematic Designs:
• Residential “Plan 1A” provides for 10 detached units of approximately 2,183 square feet each, for a total of 21,830 square feet of “Plan 1A” residential area. • “Plan 1B” provides for 11 detached units of approximately 2,183 square feet each, for a total of 24,013 square feet of “Plan 1B” residential area. • “Plan 2A” provides for 8 detached units of approximately 2,223 square feet each, for a total of 17,784 square feet of “Plan 2A” residential area. • “Plan 2B” provides for 7 detached units of approximately 2,223 square feet each, for a total of 15,561 square feet of “Plan 2B” residential area. • Finally, “Plan 2AX” and “Plan 2BX” provide for a combined total of 4 detached units of approximately 2,011 square feet each and 4 ADUs, included within each Plan 2AX and Plan 2BX structure, of approximately 298 square feet each. Each Plan 2AX and Plan 2BX structure, therefore, contains approximately 2,309 total square feet of residential space, totaling a combined 9,236 square feet for the 4 structures. (Plan 2AX and 2BX structures correspond with Front Elevations 2A and 2B, respectively, on the Schematic Design.)
The total residential density of the Project is approximately 18.0 dwelling units per net acre.

The Project includes a total of 1,869 square feet of “eating and drinking establishment” uses, including the renovated coffee shop, resulting in a commercial FAR of 0.09 on Parcel K. The Project includes no new square footage of commercial uses and is consistent with the allowable Mixed Use residential density range under the General Plan of 14 to 30 dwelling units per acre at intensities of up to 0.70 FAR.

Below-Market-Rate Units / Density Bonus Law / Affordable Housing. At presently proposed, the Project does not include any below-market-rate units, though at a future date, the applicant may elect to set aside the ADUs as deed-restricted affordable housing. The Project does not include any bonus units under the Density Bonus Law, Government Code section 65915. At present, the Project does not include any requests for incentives, concessions, waivers or reductions of development standards, or parking reductions under the Density Bonus Law, but the applicant reserves its rights to make any such requests at a later date.

Pursuant to Section C4-177 of the Municipal Code, the Project will provide in-lieu fees to satisfy the City’s Inclusionary Housing Ordinance requirement. The Municipal Code provides that a “single-family detached residential project can opt to pay an affordable housing fee equivalent to

RECEIVED
JUL 01 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 206 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC - 3 -
10 percent of the development’s total new residential livable square footage (excluding garages) multiplied by the city’s cost per square foot rate as set forth in the city’s fee resolution.” (Code Section C4-177(A)(3)). According to Resolution No. 2021-058, the cost per square foot rate applicable to single-family detached residential projects is $15.00 per gross livable square foot.

The Project will include approximately 88,424 square feet of livable residential area. The Project, therefore, is anticipated to owe an estimated $132,636 in affordable housing fees (0.10 x 88,424 x $15.00).

Parking. The Project proposes a total of 86 parking spaces for residential uses and 34 parking spaces for commercial uses. Each of the Project’s 40 detached residential units includes a garage with 2 covered parking spaces. Additionally, the Project provides for 6 guest parking spaces located near the main entry to the Project. The Project also includes 34 existing parking spaces for use by patrons of the renovated coffee shop.

RECEIVED
JUL 01 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 207 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Narrative regarding compliance with San Ramon General Plan Section 4.6-I-26 (Note: original GP text shown in Italic)

4.6-I-26 Encourage the joint redevelopment of the Marketplace and Orchard Supply Center sites via the applicant’s preparation of a master plan (a “Master Plan”) where made feasible by common or separate ownerships. Any such Master Plan should focus on facilitating improved circulation, access, and visibility, as well as encouraging a broader mix of uses, including residential. Additionally, in the event of any redevelopment or reconfiguration of either site that involves the net addition of 10,000 square feet or more of rentable space and/or the introduction of any residential use, a Master Plan would be required that would contain an analysis of additional features intended to improve circulation, access, and visibility, encourage a broader mix of uses, and/or convert existing uses to residential.

Response: The Marketplace is owned by TRC Retail (the applicant for this project) while the Orchard Supply Center is owned by a separate entity, thus making preparation of a joint “Master Plan” currently infeasible. That said, TRC has endeavored to meet the intent and stated goals of San Ramon General Plan Section 4.6-I-26 by creating a project proposal that is in line with those goals, as well as creating a Project Context & Connectivity Diagram, Sheet A0.1 to act as a visual aid for future facilitation of those goals in subsequent development applications by others.

The main goals of Section 4.6-I-26 are listed by bullet point below, along with a description of how the project and exhibit support said goal. • Facilitate Improved Circulation Between Both Sites
o The project proposal includes the demolition of the existing commercial building that previously was occupied by Nob Hill. Removal of this building and the layout of the new homes improves circulation amongst both sites in multiple ways:
▪ The creation of Drive D and a Rectangular Rapid Flashing Beacon (RRFB) crosswalk across Market Pl at that location provides the first pedestrian and vehicle entrance along that stretch of road.
▪ Creation of pedestrian sidewalk improvements along the new residential frontage would add pedestrian circulation where none currently exists. This helps to avoid potentially dangerous pedestrian flow across Market Pl.
▪ The creation of the new entrance at Drive D means motorists traveling to The Marketplace center from Bollinger Canyon Rd or Alcosta Blvd will be less inclined to drive completely around the south side of Market Pl potentially resulting in less vehicle traffic in front of the new residential and existing residential neighborhood across the street.

RECEIVED
JUL 01 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 208 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC • Facilitate Improved Access Between Both Sites
o The proposed RRFB crossing is in an approximate alignment with the current pedestrian access to the Iron Horse trail that exists at the north end of the Orchard Supply Center.
o This alignment and crossing facilitate not just current pedestrian flow between the sites, but also creates a new context that will then encourage continued open space improvements in that location on any future development plans.
• Facilitate Improved Visibility Between Both Sites
o The project proposal includes the demolition of the existing commercial building that previously was occupied by Nob Hill. Removal of this building does two things to create increased visibility between the two sites.
▪ First, the removal of the Nob Hill building helps to break down the mass of the remaining commercial center into a more neighborhood friendly scale. It eliminates the continuous rear façade that currently fronts on Market Pl and creates the first true visual connection between the two sites.
▪ Second, the creation of a new vehicular entrance (Drive D) to the Marketplace creates a new opportunity for entrance
signage along the western part of Market Place where
previously motorists and pedestrians only experienced the large rear façade of Nob Hill.
• Broaden the Mix of Uses (including residential) on One or Both Sites in a Way that Better Supports Successful Retail at One or Both Sites o The proposed project includes the removal of the building that once housed Nob Hill Market, and the new development of 40 single family residences.
o The project proposal also includes the creation of a new public outdoor patio space between the building currently occupied by Starbucks. This serves as both a buffer to the homes, as well as a common outdoor space to activate the existing Starbucks and South end of The Marketplace.
o The creation of these homes within the existing Marketplace provides an adjacent population that can support neighborhood
commercial/retail uses including the existing restaurants, coffee/tea shops, Trader Joes, daycare and personal services like the hair salon, and nail salon. The proximity of the homes also likely increases the number and frequency of trips since it does not require vehicle travel.

RECEIVED
JUL 01 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 209 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Architecture + Planning
888.456.5849
ktgy.com
TRC
4695 MacArthur Court, Suite 700
Newport Beach, CA 92660

THE RESIDENCES AT MARKETPLACE
San Ramon, CA # 2021-0684
ENTITLEMENT SUBMITTAL TITLE SHEET T1
NTS

THE RESIDENCES AT MARKETPLACE
SAN RAMON, CALIFORNIA SHEET INDEX:

KTGY (ARCHITECTURE)
T1 TITLE SHEET
A0.0 STREET SCENE
A0.0.1
A0.1 PROJECT CONTEXT & CONNECTIVITY
A0.1.1 CODE & DATA ANALYSIS
A0.2 ARCHITECTURAL SITE PLAN
A1.0 PLAN 1 FRONT ELEVATIONS
A1.1 FLOOR PLAN 1
A1.1.1 FLOOR PLAN 1B
A1.2 PLAN 1A - EXTERIOR ELEVATIONS
A1.3 PLAN 1B - EXTERIOR ELEVATIONS
A1.4 PLAN 1 - EXTERIOR ELEVATIONS -

ENHANCED
A2.0 PLAN 2 FRONT ELEVATIONS
A2.1 FLOOR PLAN 2
A2.1.1 FLOOR PLAN 2B
A2.2 PLAN 2A - EXTERIOR ELEVATIONS
A2.3 PLAN 2B - EXTERIOR ELEVATIONS
A2.4 PLAN 2 - EXTERIOR ELEVATIONS -

ENHANCED
A2.5 PLAN 2X FRONT ELEVATIONS
A2.6 FLOOR PLAN 2XA
A2.7 PLAN 2XA - EXTERIOR ELEVATIONS
A2.8 PLAN 2XB
A2.9 PLAN 2XB - EXTERIOR ELEVATIONS
A3.0 COLOR / MATERIAL BOARD
A4.0
A5.0 SITE PHOTOGRAPHS
CARLSON, BARBEE & GIBSON, INC. (CIVIL)
TM-1 VESTING TENTATIVE MAP
TM-2 VESTING TENTATIVE MAP
TM-3 EXISTING CONDITIONS
TM-4 PRELIMINARY SITE PLAN
TM-5 PRELIMINARY GRADING AND DRAINAGE
PLAN
TM-6 PRELIMINARY GRADING SECTIONS
TM-7 PRELIMINARY UTILITY PLAN
TM-8 PRELIMINARY STORMWATER

MANAGEMENT PLAN
TM-9 PRELIMINARY FIRE ACCESS PLAN
TM-10 PRELIMINARY SOLID WASTE ACCESS PLAN
TM-11 PRELIMINARY EROSION CONTROL PLAN
CONTACTS:

DEVELOPER: TRC
4695 MACARTHUR COURT, SUITE 700
NEWPORT BEACH, CA 92660
(949) 662-2142

SCOTT GRADY
CIVIL ENGINEER: CARLSON, BARBEE & GIBSON, INC.
2633 CAMINO RAMON, SUITE 350
SAN RAMON, CA 94583
(925)866-0322
JASON NERI, P.E.

ARCHITECT: KTGY
1814 FRANKLIN STREET, SUITE 400
OAKLAND, CA 94612
(510)272-2910

JONATHAN BORIACK

LANDSCAPE RIPLEY DESIGN GROUP
ARCHITECT: 1615 BONANZA STREET, SUITE 314
WALNUT CREEK, CA 94596
(925)938-7377

ANNIKA CARPENTER

RIPLEY DESIGN GROUP (LANDSCAPE)
L1 PRELIMINARY LANDSCAPE OVERALL SITE PLAN
L2 PRELIMINARY LANDSCAPE ENLARGEMENT COMMON AREA PASEO
L3 PRELIMINARY LANDSCAPE ENLARGEMENT

BIORETENTION & COMMERCIAL INTERFACE
L4 PRELIMINARY LANDSCAPE ENLARGEMENT MARKET PLACE
& INTERNAL STREET FRONTAGE
L5 PRELIMINARY LANDSCAPE HYDROZONE PLAN
L6 PRELIMINARY LANDSCAPE FENCING DETAILS
L7 PRELIMINARY LANDSCAPE ENTRY & SITE FURNISHINGS
L8 PRELIMINARY LANDSCAPE SITE AMENITIES
L9 PRELIMINARY LANDSCAPE HARDSCAPES
L10 PRELIMINARY LANDSCAPE PLANTING DETAILS
L11 PRELIMINARY LANDSCAPE IRRIGATION DETAILS
L12 PRELIMINARY LANDSCAPE IRRIGATION DETAILS
L13 PRELIMINARY LANDSCAPE PLANTING COMMON AREA PASEO
L14 PRELIMINARY LANDSCAPE PLANTING BIORETENTION &

COMMERCIAL INTERFACE
L15 PRELIMINARY LANDSCAPE PLANTING MARKET PLACE UNITS 1-3 & INTERNAL STREET FRONTAGE UNITS 16-18
L16 PRELIMINARY LANDSCAPE PLANTING MARKET PLACE UNITS 4-7 & INTERNAL STREET FRONTAGE UNITS 19-21
L17 PRELIMINARY LANDSCAPE PLANTING MARKET PLACE UNITS 8-12 L18 PRELIMINARY LANDSCAPE PLANTING MARKET PLACE UNITS 13-15 L19 PRELIMINARY LANDSCAPE MASTER TREE PLAN
L20 PRELIMINARY LANDSCAPE PLANT IMAGERY
L21 PRELIMINARY LANDSCAPE LIGHTING PLAN

ASSOCIATED LIGHTING REPRESENTATIVES
(PHOTOMETRIC)
01 THE MARKETPLACE - STREET LIGHTING

SAN RAMON, CA

DAHLIN (COMMERCIAL BUILDING RENOVATION)
87 SITE PLAN
88 STARBUCKS COLOR/MATERIAL &

ELEVATIONS
89 STARBUCKS COLOR/MATERIAL &

ELEVATIONS
90 STARBUCKS COLOR/MATERIAL &

ELEVATIONS
DAYLIGHT PLANE EXHIBIT AUGUST 12, 2022 PERSPECTIVE VIEW _ PASEO

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 210 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 211 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) A0.0.1 PERSPECTIVE VIEW OF PASEO 0 2 4 8 Architecture + Planning Scale: 1/4" = 1'-0" 888.456.5849 ktgy.com # The Residences at Marketplace SAN RAMON, CA 2021-0684 SCHEMATIC DESIGN AUGUST 12, 2022 TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660 VIEW

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 212
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) JULY 1, 2022

BRIDGES AT

SAN RAMON

APARTMENTS
BOLLINGER CANYON RD.

MARKET PL.

ALCOSTA BLVD.

BISHOP RANCH
SPORTS

BASEMENT

PROJECT
SITE

RESIDENCE INN

BY MARRIOTT
TRADER
JOE’S
CANYON
WOODS

APARTMENTS SAN RAMON

SKATEPARK

SAN RAMON

COMMUNITY
CENTER

CENTRAL
PARK
CVS
VALERO

CITY CENTER

BISHOP RANCH

SAN RAMON

CITY HALL

LIBRARY

REFLECTIONS

CONDOMINIUMS
JULY 1, 2022 AUGUST 12, 2022

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 213 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) Architecture + Planning
888.456.5849
ktgy.com
TRC 4695 MacArthur Court, Suite 700Newport Beach, CA 92660

THE RESIDENCES AT MARKETPLACE
San Ramon, CA # 2021-0684 0 4 8 16
Scale: 1/8" = 1'-0" A0.1.1 ENTITLEMENT SUBMITTAL CODE & DATA ANALYSIS AUGUST 12, 2022

RESIDENTIAL PROJECT SUMMARY
PROPOSED ZONING: MIXED-USE (MU)DWELLING UNITS: 40 SINGLE FAMILY RESIDENTIAL UNITS
ACCESSORY DWELLING UNITS: 4
GROSS PROJECT SITE AREA: 3.41± AC (RESIDENTIAL PARCEL: LOTS 1-7 & PARCELS A-J)

0.50 ± AC (COMMERCIAL PARCEL K)

3.91 ± AC (TOTAL)
NET RESIDENTIAL SITE AREA: 2.22 ± AC (LESS PRIVATE ROADWAYS/EASEMENTS)NET SITE AREA: 2.72 ± AC (INCLUDES COMMERCIAL PARCEL K)RESIDENTIAL DENSITY (NET): 18.0 DU/AC (40 UNITS) SITE DENSITY (NET): 14.7 DU/AC (40 UNITS)
OPEN SPACE: 1.04 AC± (COMMON AREA)
PRIVATE OPEN SPACE: 0.49 AC± (21,459 SF±)
ASSESSORS PARCEL NUMBER: 213-701-002
PARKING SUMMARY: 6 ON-SITE GUEST PARKING
(RESIDENTIAL SITE)
F.A.R. SUMMARY (IN SQUARE FEET)
TOTAL GROSS BUILDING S.F. OF SINGLE FAMILY DETACHED 88,424 SQ. FT.TOTAL GROSS BUILDING S.F. OF EXISTING STARBUCKS 2,016 SQ. FT.TOTAL GROSS BUILDING S.F. 90,440 SQ. FT.

OVERALL SITE ACREAGE 3.91 ACRE = 170,319 SQ. FT.

F.A.R. ALLOWED FOR MIXED USED ZONE 0.70 MAX.F.A.R. PROPOSED 90440 170319 =0.53 F.A.R.

MIXED USE DEVELOPMENT STANDARDS

COMPLIANCE LIST RESPONSE
B. Mixed use project development standards. Amixed use project shall comply with the following requirements. A mixed use project combines a mix
of uses on the same site. In the CCMU and MU
zones, the residential units of mixed use projects
are typically located above the nonresidential uses
(vertical mixed use), but horizontal mixed use may
be allowed which provides residential at ground
level behind streetfronting nonresidential uses

1. Design considerations. A mixed use project shall
be designed to achieve the following objectives.
a. In the CCMU and MU zones, the design shall
provide for internal compatibility between the
residential and non-residential uses on the site.

Design incorporates an open space to separate new
residential to the existing Starbucks to remain. Drive
D has been added for access to existing commercial
center, without the need to drive through residential.

Also includes a pedestrian and landscape buffer
along Drive D.
b. In the CCMU and MU zones, potential glare,noise, odors, traffic, and other potentially significant impacts on residents shall be minimized
to allow a compatible mix of residential and
nonresidential uses on the same site.

Drive D was created to provide a +39' buffer to
existing shopping center, as well as minimizecommercial traffic through the residential portion of the site.

Between the residences to the existing Starbucks,
there is also a separation of +56'
c. The design shall take into consideration potential
impacts on adjacent properties and shall include
specific design features to minimize potential
impacts.

The residential development will increase pedestrian
connectivity to the existing shopping center. Itcreates a sidewalk, walkway and pedestrian access to the shopping center from Market Pl. that does not
currently exist.
d. In the CCMU and MU zones, the design shallensure that the residential units are of a residentialcharacter, and that appropriate privacy between residential units and other uses on the site is
provided.

Home have private fenced eased sideyards.

Window placement has also been taken into account
for privacy between adjacent residences and/or open
space.
e. Site planning and building design shall provide
for convenient and attractive pedestrian accessfrom the public street into the nonresidential portions of the project, through such means as
courtyards, plazas, walkways, and street furniture.

In addition to the pedestrian connectivity added (see
comment C above), the project also includes a
painted and controlled crossing from the residential /
commercial Drive D across Market Pl. to encourageconnectivity to the Iron Horse Trail. f. Site planning and building design shall be
compatible with and enhance the adjacent andsurrounding land uses in terms of building design,color, exterior materials, landscaping, lighting, roofstyles, scale, and signage.

Architectural design incorporates materials in the
surrounding area, including siding and brick veneer
that is applied in an updated/contemporary
approach. Rooflines provide area for solar and a
wide range of articulation in heights, slopes, pitches, gables and hipped conditions. These designs,
though updated for today's buyer, still have taken
into account our desire to blend well with the existing community.

2. Mix of uses. A mixed use project may combine
residential uses with any other use allowed in the
MU or CCMU zone; provided that where a mixed
use project is proposed with a use that is required
to have Use Permit approval, the entire mixed use
project shall be subject to that permit requirement.

Noted.

3. Site layout and project design standards. Each
mixed use project shall comply with the property
development standards of the applicable zone, and
in the CCMU and MU zones, the following
requirements.
a. Location of residential units. The location of
residential units shall comply with the standards
prescribed in this Section.

Residential site has been laid out to meet all design
requirements, setbacks and standards for zoning.
b. Parking. To encourage the development of both
residential and nonresidential uses in mixed use
zones, the use of shared parking provisions shall
be incorporated into mixed use projects.

Meets Municipal Code Parking requirements.
c. Loading areas. Nonresidential loading areasshall be located away from residential units andshall be screened from view from the residential portion of the project to the maximum extent
feasible.

The new residential homes are +56" from the
existing Starbucks located to the East. This retail
space utilizes loading at the front of store and issubstantially buffered from the residential areas by the common open space, landscaping including
specimen and screen trees, and low fencing.To the North of the residential homes, the removal of the Nob Hill building will create some visibility to the existing back of house loading area that sits directly
behind the Learning Express and the Coder School.

Note this loading area would only have direct line of
sight to Residential Lot 1, so impact to the new
homes is minimized. Additionally, the site planproposes the creation of two new parallel parking stalls immediately to the north of Drive D, along with
a screen wall and landscape screening that serves
to block the views of the cars and loading area. The
new screen wall would be approximately +59' from
Residential Lot 1.
d. Refuse and recycling areas. Areas for thecollection and storage of refuse and recyclable materials shall be located on the site in locations
that are convenient for both the residential and
nonresidential uses.

Waste bins provided for each residence. Pick-up
provided by City Residential trash company.

Commercial trash service is contracted separately.

PERFORMANCE STANDARDS

COMPLIANCE LIST RESPONSE

4. Performance standards. In the CCMU and MUzones, the following requirements shall apply. a. Lighting. Lighting for nonresidential uses shall beappropriately shielded to limit impacts on the residential units.

Modify parking lot lightings and provide shielding as
needed.
b. Noise. Each residential unit shall be designed
and constructed to minimize adverse impacts from
nonresidential project noise, in compliance with the
City's Noise Ordinance.

Noise Contours and Nose Analysis have been
completed and will be submitted with complete
response.
c. Hours of operation. A mixed use project
proposing a nonresidential component locatedbelow or in front of a residential component that will operate outside of the hours from 7:00 a.m. to 7:00
p.m., shall require Use Permit approval to ensure
that the commercial uses will not negatively impactthe residential uses within the project, or any adjacent residential uses.

NOTE: F.A.R. IS BASED ON SAN RAMON ZONING ORDINANCE DEFINITION IN DIVISION D8 (GLOSSARY): THERATIO OF NET FLOOR AREA OF ALL STRUCTURE ON A PROJECT SITE TO TOTAL PROJECT SITE AREA. PER

ZONING ORDINANCE, THE FLOOR AREA, NET SHALL NOT INCLUDE INTERIOR PARKING SPACES (GARAGES), PORCHES, AND EXTERIOR BALCONIES/DECKS.

Applicant has applied for a Use Permit.

RECEIVED
SEP 26 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 214
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) SPRINGFIELD DR.

MARKET PL. MARKET PL.

Main
Entry
Pedestrian
connection to
shopping center
Entry
Starbucks
(to remain)
Starbucks ±0.45 acres
34 parking spaces
A/C
PAD
A/C
PAD

OPEN SPACE
±5,000 sf
C-3
Basin
±5,500 sf

OPEN SPACE
±3,500 sf
EVA

A/C PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD

A/C PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C

PAD A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
A/C
PAD
*
P1B-REV
P2A-REV
P1A-REV
P2A-REV
P2A-REV
P1A-REV
P1-A
P2-A
P-1B
P2-A
P1-B
P1-B
P2-B
P1-B
P2-B
P1-A
P2-B
P1-B
P2A-REV
P1A-REV
P2B-REV
P1B-REV
P2A-REV
P1A-REV
P1-B
P2-B
P1-A
P2-A
P1-B
P2-B
P2XB-REV
P1B-REV
P1A-REV
P2-B P1-A
P2X-A
P1-B
P2X-B
P1-A
P2X-A
41'-3"
36'-3" DRIVE B (EAST) DRIVE C DRIVE B (WEST)

DRIVE D

DRIVE A
EVA
*
*
*
*
1 2
3 4
5 11
10 9
8 7
6 12
13 14
15 35
36 37
38 39
29 40
30 31
32 33
34 28
27 26
25 24
23 22
16 17
18 19
20 21
*

ER ER ER ER
EL
EL
EL EL
EL
ER
ER
EL
Rectangular Rapid Flashing
Beacon (RRFP) at future
Pedestrian Crossing A/C PAD A/C PAD A/C PAD A/C PAD A/C PAD A/C PAD Architecture + Planning
888.456.5849
ktgy.com
TRC
4695 MacArthur Court, Suite 700
Newport Beach, CA 92660

THE RESIDENCES AT MARKETPLACE
San Ramon, CA # 2021-0684 0 15 30 60 A0.2

ARCHITECTURAL SITE PLAN

PRIVATE

SIDE YARD
P1-A
(10)
P1-B
(11)
P2-A
(8)
P2-B
(7)
P2X-A
(2)
P2X-B
(2)
PLAN LEGEND:

ENHANCED ELEVATIONS:
= ENHANCED LEFT
= ENHANCED RIGHT
LOT: ENHANCEMENT:
1 1A - ENHANCED LEFT
21 1A - ENHANCED LEFT
34 1A - ENHANCED LEFT
13 1A - ENHANCED RIGHT
15 1B - ENHANCED LEFT
22 1B - ENHANCED LEFT
28 1B - ENHANCED RIGHT
40 1B - ENHANCED RIGHT
16 2A - ENHANCED RIGHT
29 2A - ENHANCED RIGHT
35 2B - ENHANCED LEFT
12 2B - ENHANCED RIGHT

POTENTIAL

ACCESSORY

DWELLING UNIT
EL
ER

ENTITLEMENT SUBMITTAL
JULY 1, 2022
APRIL 25, 2022

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 215 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 216 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) 56'-0"
15'-0" 40'-0"
1'-0" 3'-6" 22'-0" 3'-6" 29'-0" First Floor 334 s.f. Second Floor 858 s.f. Third Floor 991 s.f. Garage 21'-1" x 22'-2" Bedroom 4 11'-6" x 11'-0" Entry Bath38'-6" Porch 39'-0" 22'-0" 22'-0" 3'-6" 22'-0" 3'-6" Kitchen Primary Bedroom 14'-3" x 13'-0" Primary Bath Dining 10'-7" x 13'-6" Great Room 14'-6" x 18'-1" Covered Deck 22'-0" x 8'-0" 176 s.f. w/h 4'-0" 9'-6" 3'-6" 6'-0" coats/ storage 3'-6" UP 17R DN 17R Office 10'-6" x 6'-0" 3'-6" Opt. Pdr. 8'-0" Linen Low Bedroom 2 10'-4" x 12'-2" Bedroom 3 10'-4" x 11'-6" Bath2 UP 17R Pantry Walk-in Lau. 45'-2"
4'-0" 4'-0" W.I.C. 21'-0" l.f. 3'-6"
6" 6'-0" 40'-0" 1'-0" 8'-6"
6'-6" 1'-0" occurs at enhanced lots adds 12 s.f. High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots 1'-10"
2'-4" 1'-0" High Glass / 2050 f.g. at enhanced lots Recycle Trash Compost A1.1 FLOOR PLAN 1A 0 2 4 8 Scale: 1/4" = 1'-0" 4 BEDROOMS 3.5 BATHS 2,183 S.F. Architecture + Planning 888.456.5849 ktgy.com # The Residences at Marketplace SAN RAMON, CA 2021-0684 SCHEMATIC DESIGN AUGUST 12, 2022 TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 217
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) First Floor 334 s.f. Porch
56'-0"
15'-0" 40'-0"
1'-0" 3'-6" 22'-0" 3'-6" 29'-0" Second Floor 858 s.f. Third Floor 991 s.f. 39'-0" 3'-6" Covered Deck 22'-0" x 8'-0" 176 s.f. 3'-6"8'-0" 40'-0" 1'-0"
6'-0" 11'-4" 8'-5" 2'-3" 3'-6"
6'-0" Primary Bedroom 14'-3" x 13'-0" Primary Bath Linen Low Bedroom 2 10'-4" x 12'-2" Bedroom 3 10'-4" x 11'-6" Bath2 Lau. W.I.C. 21'-0" l.f. High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots Dining Kitchen 10'-7" x 13'-6" Great Room 14'-6" x 18'-1" DN 17R Office 10'-6" x 6'-0" Pdr. UP 17R Pantry Walk-in Garage 21'-1" x 22'-2" Bedroom 4 11'-6" x 11'-0" Entry Bath3 w/h coats/ storage UP 17R Opt. 1'-0" occurs at enhanced lots adds 12 s.f. Recycle Trash Compost A1.1.1 FLOOR PLAN 1B 0 2 4 8 Scale: 1/4" = 1'-0" 3 BEDROOMS 3.5 BATHS 2,183 S.F. Architecture + Planning 888.456.5849 ktgy.com # The Residences at Marketplace SAN RAMON, CA 2021-0684 SCHEMATIC DESIGN AUGUST 12, 2022 TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 218
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) Front Elevation 1A - Modern Farmhouse ROOF PLAN OVERHANG : 12" RAKE : Tight ROOF PITCH :6:12 U.N.O 6:12
6:12
RIDGE
6:12
R. 4:12 Right Elevation Rear Elevation Left Elevation A1.2 PLAN 1A - EXTERIOR ELEVATIONS 0 2 4 8 Architecture + Planning Scale: 1/4" = 1'-0" 888.456.5849 ktgy.com # The Residences at Marketplace SAN RAMON, CA 2021-0684 SCHEMATIC DESIGN AUGUST 12, 2022 TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 1A - Material Legend: Flat Concrete Tile Roofing Stucco Finish Decorative railings Cementitious Board and Batt Siding Stone Veneer Decorative Gable End Detail Enhanced Head and Sill Trim

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 219
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) Front Elevation 1B - Bungalow ROOF PLAN OVERHANG : 12" RAKE : 6" ROOF PITCH :5:12 U.N.O 5:12
RIDGE 5:12
RIDGE HIP HIP VALLEY HIP HIP 6:12 5:12
5:12 Right Elevation Rear Elevation Left Elevation A1.3 PLAN 1B - EXTERIOR ELEVATIONS 0 2 4 8 Architecture + Planning Scale: 1/4" = 1'-0" 888.456.5849 ktgy.com # The Residences at Marketplace SAN RAMON, CA 2021-0684 SCHEMATIC DESIGN AUGUST 12, 2022 TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 1B - Material Legend: Flat Concrete Tile Roofing Stucco Finish Decorative railings Cementitious Lap Siding Brick Veneer Enhanced Head and Sill Trim

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 220
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) 1A -Right Elevation at Enhanced Lots 1A-Left Elevation at Enhanced Lots 1B-Right Elevation at Enhanced Lots 1B-Left Elevation at Enhanced Lots A1.4 PLAN 1- EXTERIOR ELEVATIONS 0 2 4 8 Architecture + Planning Scale: 1/4" = 1'-0" 888.456.5849 ktgy.com # The Residences at Marketplace SAN RAMON, CA 2021-0684 SCHEMATIC DESIGN AUGUST 12, 2022 TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" ENHANCED NOTE: SEE SITE PLAN SHEET A0.2 FOR ENHANCED ELEVATION LOTS

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 221
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 222 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) 56'-0"
15'-0" 40'-0" 1'-0" 3'-6" 22'-0" 3'-6" 29'-0" First Floor 334 s.f. Second Floor 850 s.f. Third Floor 1039 s.f. Garage 21'-1" x 22'-2" Bedroom 3 11'-6" x 11'-2" Entry Great Room 17'-0" x 18'-0" 9'-0" Porch6'-0"
47'-0" 22'-0"
47'-0" 22'-0" 3'-6" Primary Bedroom 15'-0" x 14'-0"
UP
17R UP 17R DN 17R W.I.C. 22'-0" l.f.
6" 8'-6" coats/ storage 3'-6" Bath3 w/h Opt. 3'-6" 12'-412" 9'-712" 3'-6" Dining 12'-8" x 10'-2" pantry 3'-6" 6'-0" 3'-6" 9'-6" Primary Bath linen low Bath2 3'-6" Laund. Kitchen Pdr. DN 17R Covered Deck 22'-0" x 8'-0" 176 s.f. 5'-6" Bedroom 2 10'-4" x 11'-0" Bedroom 3 10'-4" x 11'-0" 4'-0" 8'-0" 3'-6" opt. Counter /desk space 8'-6" 6'-6" 40'-0" 1'-0" High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots Recycle Trash Compost A2.1 FLOOR PLAN 2A 0 2 4 8 Scale: 1/4" = 1'-0" 4 BEDROOMS 3.5 BATHS 2,223 S.F. Architecture + Planning 888.456.5849 ktgy.com # The Residences at Marketplace SAN RAMON, CA 2021-0684 SCHEMATIC DESIGN AUGUST 12, 2022 TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 223
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) Porch Shelf
56'-0"
15'-0" 40'-0" 1'-0" 3'-6" 22'-0" 3'-6" 29'-0" First Floor 334 s.f. Second Floor 850 s.f. Third Floor 1039 s.f. Garage 21'-1" x 22'-2" Bedroom 3 11'-6" x 11'-2" Entry Great Room 17'-0" x 18'-0" 47'-0" 22'-0"
47'-0" 22'-0" 3'-6" Primary Bedroom 15'-0" x 14'-0"
UP
17R UP 17R DN 17R W.I.C. 22'-0" l.f. coats/ storage 3'-6" Bath3 w/h Opt. 3'-6" 9'-014" 12'-1134" Dining 12'-8" x 10'-2" pantry 3'-6" 6'-0" 3'-6" 9'-6" Primary Bath linen low Bath2 3'-6" Laund. Kitchen Pdr. DN 17R Covered Deck 22'-0" x 8'-0" 176 s.f. 5'-6" Bedroom 2 10'-4" x 11'-0" Bedroom 3 10'-4" x 11'-0" 4'-0" 8'-0" 3'-6" opt. Counter /desk space 6'-0" 40'-0" 1'-0" 3'-6"9'-0" High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots High Glass / 2050 f.g. at enhanced lots 1'-0" occurs at enhanced lots adds 12 s.f. Recycle Trash Compost A2.1.1 FLOOR PLAN 2B 0 2 4 8 Scale: 1/4" = 1'-0" 3 BEDROOMS 3.5 BATHS 2,223 S.F. Architecture + Planning 888.456.5849 ktgy.com # The Residences at Marketplace SAN RAMON, CA 2021-0684 SCHEMATIC DESIGN AUGUST 12, 2022 TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 224
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) Front Elevation 2A - Modern Farmhouse ROOF PLAN OVERHANG : 12" RAKE : Tight ROOF PITCH :6:12 U.N.O 6:12
RIDGE
6:12 Right Elevation Rear Elevation Left Elevation A2.2 PLAN 2A - EXTERIOR ELEVATIONS 0 2 4 8 Architecture + Planning Scale: 1/4" = 1'-0" 888.456.5849 ktgy.com # The Residences at Marketplace SAN RAMON, CA 2021-0684 SCHEMATIC DESIGN AUGUST 12, 2022 TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 2A - Material Legend: Flat Concrete Tile Roofing Metal Roofing Stucco Finish Decorative railings Cementitious Board & Batt Siding Stone Veneer Enhanced Head and Sill Trim

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 225
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) Front Elevation 2B - Bungalow ROOF PLAN OVERHANG : 12" ROOF PITCH :5:12 U.N.O 5:12
5:12 5:12 HIP 5:12 HIP HIP HIP
RIDGE Right Elevation Rear Elevation Left Elevation A2.3 PLAN 2B - EXTERIOR ELEVATIONS 0 2 4 8 Architecture + Planning Scale: 1/4" = 1'-0" 888.456.5849 ktgy.com # The Residences at Marketplace SAN RAMON, CA 2021-0684 SCHEMATIC DESIGN AUGUST 12, 2022 TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 2B - Material Legend: Flat Concrete Tile Roofing Stucco Finish Decorative railings Cementitious Lap Siding Brick Veneer Enhanced Head and Sill Trim

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 226
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) 2A-Right Elevation at Enhanced Lots 2B-Left Elevation at Enhanced Lots 2B-Right Elevation at Enhanced Lots A2.4 PLAN 2 - EXTERIOR ELEVATIONS 0 2 4 8 Architecture + Planning Scale: 1/4" = 1'-0" 888.456.5849 ktgy.com # The Residences at Marketplace SAN RAMON, CA 2021-0684 SCHEMATIC DESIGN AUGUST 12, 2022 TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" ENHANCED NOTE: SEE SITE PLAN SHEET A0.2 FOR ENHANCED ELEVATION LOTS

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 227
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 228 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) 56'-0"
15'-0" 40'-0" 1'-0" 3'-6" 22'-0" 3'-6" 29'-0" First Floor 122 s.f. Garage 21'-1" x 22'-2" ADU 12'-1" x 17'-8" Entry 9'-0" 6'-0" Porch 3'-6" UP 17R
6" 8'-6" Ref. ADU 298 s.f. coats/ storage 3'-6" Bath3 w/h Second Floor 850 s.f. Third Floor 1039 s.f. Great Room 17'-0" x 18'-0" 47'-0" 22'-0"
47'-0" 22'-0"0" Primary Bedroom 15'-0" x 14'-0"
UP
17R DN 17R W.I.C. 22'-0" l.f. Dining 12'-8" x 10'-2" pantry 3'-6" 6'-0" 3'-6" 9'-6" Primary Bath linen low Bath2 3'-6" Laund. Kitchen Pdr. DN 17R Covered Deck 22'-0" x 8'-0" 176 s.f. 5'-6" Bedroom 2 10'-4" x 11'-0" Bedroom 3 10'-4" x 11'-0" 4'-0" 8'-0" 3'-6" opt. Counter /desk space 1'-0" 46'-6" 8'-6" Glass High Glass High Glass High Glass High Glass High Recycle Trash Compost A2.6 FLOOR PLAN 2XA 0 2 4 8 Scale: 1/4" = 1'-0" 3 BEDROOMS + OFFICE 3.5 BATHS 2,011 S.F. Jr. ADU 298 S.F. Total: 2,309 S.F. Architecture + Planning 888.456.5849 ktgy.com # The Residences at Marketplace SAN RAMON, CA 2021-0684 SCHEMATIC DESIGN AUGUST 12, 2022 TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 229
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) Front Elevation 2XA - Modern Farmhouse ROOF PLAN OVERHANG : 12" RAKE : Tight ROOF PITCH :6:12 U.N.O 6:12
6:12
RIDGE Right Elevation Rear Elevation
9'-034" 9'-034" +/- 38'-6" F.F. P.L. P.L. F.F.9'-034" F.F. P.L. Left Elevation A2.7 PLAN 2XA - EXTERIOR ELEVATIONS 0 2 4 8 Architecture + Planning Scale: 1/4" = 1'-0" 888.456.5849 ktgy.com # The Residences at Marketplace SAN RAMON, CA 2021-0684 SCHEMATIC DESIGN AUGUST 12, 2022 TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 2XA - Material Legend: Flat Concrete Tile Roofing Metal Roofing Stucco Finish Decorative railings Cementitious Board & Batt Siding Stone Veneer Enhanced Head and Sill Trim

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 230
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) 56'-0"
15'-0" 40'-0" 1'-0" 3'-6" 22'-0" 3'-6" 29'-0" First Floor 122 s.f. Garage 21'-1" x 22'-2" ADU 12'-1" x 17'-8" Entry 8'-6" 6'-6"Porch 3'-6" UP 17R Ref. ADU 298 s.f. coats/ storage 3'-6" Bath3 w/h Second Floor 850 s.f. Third Floor 1039 s.f. Great Room 17'-0" x 18'-0" 47'-0" 22'-0"
47'-0" 22'-0" Primary Bedroom 15'-0" x 14'-0"
UP
17R DN 17R W.I.C. 22'-0" l.f. Dining 12'-8" x 10'-2" pantry 3'-6" 6'-0" 3'-6" 9'-6" Primary Bath linen low Bath2 3'-6" Laund. Kitchen Pdr. DN 17R Covered Deck 22'-0" x 8'-0" 176 s.f. 5'-6" Bedroom 2 10'-4" x 11'-0" Bedroom 3 10'-4" x 11'-0" 4'-0" 8'-0" 3'-6" opt. Counter /desk space Glass High Glass High Glass High Glass High Glass High Recycle Trash Compost A2.8 FLOOR PLAN 2XB 0 2 4 8 Architecture + Planning Scale: 1/4" = 1'-0" 888.456.5849 ktgy.com # The Residences at Marketplace SAN RAMON, CA 2021-0684 SCHEMATIC DESIGN AUGUST 12, 2022 TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660 3 BEDROOMS + OFFICE 3.5 BATHS 2,011 S.F. Jr. ADU 298 S.F. Total: 2,309 S.F.

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 231
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) Front Elevation 2XB - Bungalow ROOF PLAN OVERHANG : 12" ROOF PITCH :5:12 U.N.O 5:12
5:12 5:12 HIP 5:12 HIP HIP HIP
RIDGE Right Elevation Rear Elevation
9'-034" 9'-034" +/- 35'-8" F.F. P.L. P.L. F.F.9'-034" F.F. P.L. Left Elevation A2.9 PLAN 2XB - EXTERIOR ELEVATIONS 0 2 4 8 Architecture + Planning Scale: 1/4" = 1'-0" 888.456.5849 ktgy.com # The Residences at Marketplace SAN RAMON, CA 2021-0684 SCHEMATIC DESIGN AUGUST 12, 2022 TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 0 4 8 16 Scale: 1/8" = 1'-0" 2BX - Material Legend: Flat Concrete Tile Roofing Stucco Finish Decorative railings Cementitious Lap Siding Brick Veneer Enhanced Head and Sill Trim

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 232
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 233 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

ROOF PLAN
OVERHANG : 12" 6:12 6:12 RIDGE 6:12 R.
4:12
At Enhanced
Lots
At Enhanced
Lots
At Enhanced
Lots
SITE SECTION 9'-1" 9'-1" 9'-1"
Garage
Entry
Great Room Kitchen / Dining Office/Flex
Bedroom 3
Level 1 - F.F. +38'-5" 8"
F.F.

Covered
Deck
Primary
Bedroom +33'-0"
+99'-0"

MARKETPLACE DRIVE
EXISTING 2-STORY

APARTMENTS
(BRIDGES)

THE RESIDENCES AT

MARKETPLACE
BUILDING SECTION (TYP.)
30°

PER ZONING ORDINANCE
SECTION D2-15.A 6'-0"
Architecture + Planning
888.456.5849
ktgy.com
TRC
4695 MacArthur Court, Suite 700
Newport Beach, CA 92660

THE RESIDENCES AT MARKETPLACE
San Ramon, CA # 2021-0684 0 4 8 16
Scale: 1/8" = 1'-0" A4.0

ENTITLEMENT SUBMITTAL SITE SECTION / DAYLIGHT PLANE
AUGUST 12, 2022
A
-
A
-

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 234 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) Architecture + Planning 888.456.5849 ktgy.com TRC 4695 MacArthur Court, Suite 700 Newport Beach, CA 92660 THE RESIDENCES AT MARKETPLACE San Ramon, CA # 2021-0684 0 15 30 60 A5.0 ENTITLEMENT SUBMITTAL SITE PHOTOGRAPHS 01 02 03 010203 AUGUST 12, 2022

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

10.1.e
Packet Pg. 235
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

MARKET PLACE PARCEL K
LOT 1
LOT 2
LOT 3
LOT 4 LOT 5 LOT 6 LOT 7 PARCEL A PARCEL D PARCEL E PARCEL C

PARCEL B

PARCEL F

PARCEL G

PARCEL I

PARCEL H

MARKET PLACE

ALCOSTA BOULEVARD

MONTGOMERY STREET

DESIGNATED

REMAINDER

PARCEL J
F:\3475-000\ACAD\TM\TM-1_LOTTING PLAN.DWG

VESTING TENTATIVE MAP

FOR CONDOMINIUM PURPOSES

THE RESIDENCES AT MARKETPLACE

CITY OF SAN RAMON CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 60' DATE: AUGUST 12, 2022
0 60 120 180 OF SHEETS
SHEET NO.

TM-1
11 CIVIL ENGINEERS SURVEYORS PLANNERS

SAN RAMON
WWW.CBANDG.COM

ROSEVILLE
(925) 866-0322
(916) 788-4456

BOLLINGER CANYON ROAD

ALCOSTA BLVD

MARKET PL

MARKET SITE

VICINITY MAP
PL

PROPOSED DESCRIPTION
LEGEND

SHEET INDEX
SHEET NO. DESCRIPTION
GENERAL NOTES: EXISTING EASEMENTS:

CONTACTS:

TRACT - 9607 SPRINGFIELD DR
PROPOSED EASEMENTS:

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 236 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

MARKET PLACE

MARKET PLACE

PARCEL K

PARCEL F

PARCEL G

PARCEL H

PARCEL B
LOT 1 LOT 4 LOT 5 LOT 6 LOT 7
LOT 2
LOT 3

PARCEL I

PARCEL A PARCEL D PARCEL E PARCEL C DRIVE B DRIVE C DRIVE B

DRIVE A

DRIVE D

PARCEL J
F:\3475-000\ACAD\TM\TM-2_LOTTING PLAN .DWG
0 30 60 90 CIVIL ENGINEERS SURVEYORS PLANNERS

SAN RAMON
WWW.CBANDG.COM

ROSEVILLE
(925) 866-0322
(916) 788-4456

PROPOSED DESCRIPTION
LEGEND

OF SHEETS
SHEET NO.

TM-2
11 EXISTING EASEMENTS:

VESTING TENTATIVE MAP

FOR CONDOMINIUM PURPOSES

THE RESIDENCES AT MARKETPLACE

CITY OF SAN RAMON CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 30' DATE: AUGUST 12, 2022
PROPOSED EASEMENTS: SPRINGFIELD DR
TRACT - 9607

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 237 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) MARKET PLACE MARKET PLACE 2 22 1 3 D 3 3 D3 3 3B B 44 B E 3 E 3 3 3 A 3 D D B D D E D A A A F F 9 3 D G 3 G E 11 8
10 10
10 10
10 10 H H H H
12 13 C C 8
14 F I I I 3
\\FSCBG\F-DRIVE\3475-000\ACAD\TM\TM-3 EXISTING CONDTITIONS.DWG 0 30 60 90 CIVIL ENGINEERS SURVEYORS PLANNERS

SAN RAMON
WWW.CBANDG.COM

ROSEVILLE
(925) 866-0322
(916) 788-4456

ABBREVIATIONS

OF SHEETS
SHEET NO.

TM-3
11 EXISTING EASEMENTS:

LEGEND

DEMOLITION NOTES
NOTE DESCRIPTION 123456789
10 11
12 13
14 PRESERVATION MEASURES

NOTE DESCRIPTION ABCDEFGHI

EXISTING CONDTITIONS

THE RESIDENCES AT MARKETPLACE

CITY OF SAN RAMON CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 30' DATE: AUGUST 12, 2022

VESTING TENTATIVE MAP

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 238 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

DRIVE BMARKET PLACE

MARKET PLACE DRIVE B DRIVE C
1 2
3 4
5 16
17 18
19 20
21 28
27 26
25 24
23 29
30 31
32 33
34 40
39 38
37 36
35 22
6 7
8 9
10 PARCEL K
11 12
13 14
15 DRIVE D

DRIVE A
A A
D
D
B
B

C C C C

PARCEL F

PARCEL G
LOT 1
LOT 2
LOT 3
LOT 4 LOT 5 LOT 6 LOT 7

PARCEL B PARCEL A PARCEL D PARCEL E PARCEL C
E
E
F
F

PARCEL J

PARCEL H

PARCEL I

SECTION A-A
(DRIVE B - WEST)

SECTION B-B
(DRIVE B - EAST & WEST)

SECTION C-C
(DRIVE B - EAST & DRIVE C)

SECTION D-D
(DRIVE D)

SECTION F-F
(MARKET PLACE)

SECTION E-E
(DRIVE A)
\\FSCBG\F-DRIVE\3475-000\ACAD\TM\TM-4 PRELIMINARY SITE PLAN.DWG 0 30 60 90 CIVIL ENGINEERS SURVEYORS PLANNERS

SAN RAMON
WWW.CBANDG.COM

ROSEVILLE
(925) 866-0322
(916) 788-4456

LEGEND ABBREVIATIONS

OF SHEETS
SHEET NO.

TM-4
11 EXISTING EASEMENTS:

PROPOSED EASEMENTS:

PRELIMINARY SITE PLAN

THE RESIDENCES AT MARKETPLACE

CITY OF SAN RAMON CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 30' DATE: AUGUST 12, 2022

VESTING TENTATIVE MAP

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 239 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

MARKET PLACE

DRIVE A DRIVE B DRIVE C DRIVE B

DRIVE D
A
B
A
E
D
1 2
3 4
5 6
7 8
9 10
11 12
13 14
16 22
29 35
17 18
19 20
21 23
24 25
26 27
28 30
31 32
33 34
36 37
38 39
40 PARCEL K

PARCEL BPARCEL D PARCEL E PARCEL C PARCEL A

PARCEL I

MARKET PLACE
LOT 1
LOT 2
LOT 3
LOT 4 LOT 5 LOT 6 LOT 7

PARCEL F

PARCEL G

PARCEL H
B
15 C
F F

PARCEL J
\\FSCBG\F-DRIVE\3475-000\ACAD\TM\TM-5 PRELIMINARY GRADING AND DRAINAGE PLAN.DWG 0 30 60 90 CIVIL ENGINEERS SURVEYORS PLANNERS

SAN RAMON
WWW.CBANDG.COM

ROSEVILLE
(925) 866-0322
(916) 788-4456

ABBREVIATIONS
LEGEND

OF SHEETS
SHEET NO.

TM-5
11 PRELIMINARY GRADING AND

DRAINAGE PLAN

THE RESIDENCES AT MARKETPLACE

CITY OF SAN RAMON CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 30' DATE: AUGUST 12, 2022

VESTING TENTATIVE MAP
SEE SHEET TM-6

FOR SECTIONS

DESCRIPTION

EARTHWORK SUMMARY

CUT FILL
EARTHWORK NOTES: SPRINGFIELD DR

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 240 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

SECTION A SECTION B SECTION C

SECTION E

SECTION D

SECTION F-F RAISED CROSSWALK DETAIL
\\FSCBG\F-DRIVE\3475-000\ACAD\TM\TM-5 PRELIMINARY GRADING AND DRAINAGE PLAN.DWG 0 30 60 90 CIVIL ENGINEERS SURVEYORS PLANNERS

SAN RAMON
WWW.CBANDG.COM

ROSEVILLE
(925) 866-0322
(916) 788-4456

OF SHEETS
SHEET NO.

TM-6
10 PRELIMINARY GRADING SECTIONS

THE RESIDENCES AT MARKET PLACE

CITY OF SAN RAMON CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 30' DATE: AUGUST 12, 2022

VESTING TENTATIVE MAP

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 241 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

MARKET PLACE

PARCEL K DRIVE A DRIVE C DRIVE B
DRIVE D DRIVE B 12345
16 17
18 19
20 21
28 27
26 25
24 23
29 30
31 32
33 34
40 39
38 37
36 35
22 6 7 8 9
10 11 12
13 14
15 MARKET PLACE

PARCEL J
\\FSCBG\F-DRIVE\3475-000\ACAD\TM\TM-7 PRELIMINARY UTILITY PLAN.DWG 0 30 60 90 CIVIL ENGINEERS SURVEYORS PLANNERS

SAN RAMON
WWW.CBANDG.COM

ROSEVILLE
(925) 866-0322
(916) 788-4456

OF SHEETS
SHEET NO.

TM-7
11 ABBREVIATIONS
LEGEND
PROPOSED EASEMENTS:

PRELIMINARY UTILITY PLAN

THE RESIDENCES AT MARKETPLACE

CITY OF SAN RAMON CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 30' DATE: AUGUST 12, 2022

VESTING TENTATIVE MAP SPRINGFIELD DR
EXISTING EASEMENTS:

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 242 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

MARKET PLACE
1 2
3 4
5 6
7 8
9 10 11 12
13 14
15 16
17 18
19 20
21 28
27 26
25 24
23 22
29 30
31 32
33 34 35
36 37
38 39
40 DRIVE A DRIVE C DRIVE B

DRIVE D DRIVE B

PARCEL K
LOT 1
LOT 2
LOT 3
LOT 4 LOT 5 LOT 6 LOT 7

PARCEL B PARCEL C PARCEL E PARCEL A PARCEL D
DMA 1
DMA 2
DMA 4

PARCEL H

PARCEL J

PARCEL I
DMA 5 DMA 6
DMA 3

PARCEL F

PARCEL G
DMA 7
F:\3475-000\ACAD\TM\TM-8 SWMP.DWG
0 30 60 90 CIVIL ENGINEERS SURVEYORS PLANNERS

SAN RAMON
WWW.CBANDG.COM

ROSEVILLE
(925) 866-0322
(916) 788-4456

OF SHEETS
SHEET NO.

TM-8
11 DMA 1
LEGEND

PRELIMINARY STORMWATER

MANAGEMENT PLAN

THE RESIDENCES AT MARKETPLACE

CITY OF SAN RAMON CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 30' DATE: AUGUST 12, 2022

VESTING TENTATIVE MAP

BIORETENTION SUMMARY

AREA ID

TREATMENT
TYPE
TOTAL

IMPERVIOUS

AREA (SF)
TOTAL

PERVIOUS

AREA (SF)

TREATMENT
AREA

REQUIRED (SF)

TREATMENT
AREA

PROVIDED (SF)

SELF-RETAINING SUMMARY

AREA ID
TOTAL

IMPERVIOUS

AREA (SF)

TOTAL LANDSCAPE

AREA REQUIRED (SF)

TOTAL LANDSCAPE

AREA PROVIDED (SF)

TYPICAL BIORETENTION DETAIL TYPICAL BIORETENTION DETAIL

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 243 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

SAN RAMON FIRE TRUCKSAN RAMON FIRE TRUCK

SAN RAMON FIRE TRUCK DRIVE BDRIVE B DRIVE C
1 2
3 4
5 16
17 18
19 20
21 28
27 26
25 24
23 29
30 31
32 33
34 40
39 38
37 36
35 22
6 7
8 9
10 11 12
13 14
15 DRIVE D

PARCEL K
LOT 1
LOT 2
LOT 3
LOT 4 LOT 5 LOT 6 LOT 7

MARKET PLACE MARKET PLACE

DRIVE A

PARCEL J

SAN RAMON FIRE TRUCK

SAN RAMON FIRE TRUCK

EVA & TRASH CONNECTIONS

FIRE LANE - NO PARKING

SAN RAMON FIRE TRUCK

TURNING TEMPLATE

SAN RAMON FIRE TRUCK
F:\3475-000\ACAD\TM\TM-9 FIRE ACCESS PLAN.DWG
0 30 60 90 CIVIL ENGINEERS SURVEYORS PLANNERS

SAN RAMON
WWW.CBANDG.COM

ROSEVILLE
(925) 866-0322
(916) 788-4456

OF SHEETS
SHEET NO.

TM-9
11 PRELIMINARY FIRE ACCESS PLAN

THE RESIDENCES AT MARKETPLACE

CITY OF SAN RAMON CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 30' DATE: AUGUST 12, 2022

VESTING TENTATIVE MAP
LEGEND

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 244 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

MARKET PLACE MARKET PLACE
San Ramon Trash (34ft Side Loader) San Ramon Trash (34ft Side Loader) San Ramon Trash (34ft Side Loader) DRIVE BDRIVE C DRIVE B 1 2
3 4
5 16
17 18
19 20
21 28
27 26
25 24
23 29
30 31
32 33
34 40
39 38
37 36
35 22
6 7
8 9
10 11 12
13 14
15 PARCEL K
LOT 1
LOT 2
LOT 3
LOT 4 LOT 5 LOT 6 LOT 7

DRIVE A

PARCEL J

DRIVE D
San Ramon Trash (34ft Side Loader)
San Ramon Trash (34ft Side Loader)

EVA & TRASH CONNECTIONS

FIRE LANE - NO PARKING

ACI TRASH TRUCK TURNING TEMPLATE
F:\3475-000\ACAD\TM\TM-10 SOLID WASTE ACCESS PLAN.DWG
0 30 60 90 CIVIL ENGINEERS SURVEYORS PLANNERS

SAN RAMON
WWW.CBANDG.COM

ROSEVILLE
(925) 866-0322
(916) 788-4456

OF SHEETS
SHEET NO.

TM-10
11 PRELIMINARY SOLID WASTE

ACCESS PLAN

THE RESIDENCES AT MARKETPLACE

CITY OF SAN RAMON CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 30' DATE: AUGUST 12, 2022

VESTING TENTATIVE MAP

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 245 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

MARKET PLACE DRIVE C DRIVE B

DRIVE D DRIVE B

PARCEL K
LOT 1
LOT 2
LOT 3
LOT 4 LOT 5 LOT 6 LOT 7 DRIVE A MARKET PLACE

PARCEL J
F:\3475-000\ACAD\TM\TM-11 EROSION CONTROL.DWG 0 30 60 90 CIVIL ENGINEERS SURVEYORS PLANNERS

SAN RAMON
WWW.CBANDG.COM

ROSEVILLE
(925) 866-0322
(916) 788-4456

OF SHEETS
SHEET NO.

TM-11
11 LEGEND

PRELIMINARY EROSION

CONTROL PLAN

THE RESIDENCES AT MARKETPLACE

CITY OF SAN RAMON CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 30' DATE: AUGUST 12, 2022

VESTING TENTATIVE MAP

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 246 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) PROJECT ENTRY:

ENTRY MONUMENTS, SEE DETAIL A, SHEET L7
& SPECIALITY PAVING SEE DETAIL B, SHEET L9

RESIDENTIAL ENTRY

MONUMENT SIGN SEE
DETAIL A, SHEET L7

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377

BIORETENTION AREA PER CIVIL'S

IMPROVEMENT PLAN

PATIO EXTENSION W/ MOVABLE

TABLE & CHAIRS

COMMERCIAL SIGNAGE, SIMILAR TO

EXISTING SIGN AT BOLLINGER

CANYON ROAD & MARKET PLACE,

UNDER SEPARATE PERMIT

STREET TREE, TYPICAL

SIDEWALK PER CIVIL'S

IMPROVEMENT PLANS

UNDERSTORY FRONT

YARD TREES, TYPICAL
4'-0" SHARED CONCRETE ENTRY WALK

DRIVEABLE GRAVEL PAVERS

PER CIVIL, WITH DECORATIVE
PEBBLE, FOR E.V.A. ACCESS
PASEO: SHARED LAWN SPACE &

PAVER PATIOS W/ OUTDOOR LIVING

ROOM FURNITURE

COMMUNITY CLUSTER MAILBOXES
SEE DETAIL A, SHEET L8
8'-0" HIGH FREE STANDING

STEEL VINE TRELLIS
SEE DETAIL B, SHEET L8
6'-0" GOOD NEIGHBOR

FENCE, TYPICAL
SEE DETAIL A, SHEET L6
4'-0" CONCRETE ENTRY

WALK, TYPICAL
SEE DETAIL A, SHEET L9

MARKET PLACE MARKET PLACE DRIVE B DRIVE B DRIVE C
1 2
3 4
5 6
7 8
9 10 11 12
13 14
15 16
17 18
19 20
21 28
27 22
23 24
25 26
29 30
31 32
33 34 35
36 37
38 39
40 DRIVE D

DRIVE A
4'-0" SHARED

CONCRETE WALK
6'-0" MASONRY WALL, WITH

EVERGREEN SCREEN SHRUBS AND
SCREEN TREES. SEE DET. D, SHEET L6
6'-0" MASONRY WALL,

AND EVERGREEN SCREEN

SHRUBS ALONG DRIVE D

AT RESIDENCES,
SEE DET D, SHEET L6

GRAVELPAVE BY INVISIBLE STRUCTURES,

WITH DECORATIVE PEBBLE

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 247 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) 6'-0" WOOD GOOD

NEIGHBOR FENCE W/ GATE
SEE DETAIL A, SHEET L6

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377

CONCRETE DRIVEWAY PER

CIVIL ENGINEER'S PLANS

SIDEWALK PER CIVIL

ENGINEER'S PLANS

STREET TREE,

TYPICAL

TURF TURF

PASEO TREES,

TYPICAL

CONCRETE PORCH PER

ARCHITECTURAL PLANS

PERVIOUS PAVER

PLAZAS W/ SEATING

FURNITURE &

POTTERY

SEE DETAILS B-E,
SHEET7
4'-0" CONCRETE

WALKWAY
UNIT 28
PLAN 1B
UNIT 27
PLAN 2B
UNIT 26
PLAN 1B
UNIT 25
PLAN 2B
UNIT 24
PLAN 1A
UNIT 23
PLAN 2B
UNIT 22
PLAN 1B
UNIT 29
PLAN 2A
UNIT 30
PLAN 1A
UNIT 31
PLAN 2B
UNIT 32
PLAN 1B
UNIT 33
PLAN 2A UNIT 34
PLAN 1A

MAILBOX CLUSTER
LOCATIONS: 2 QTY-16
BOX CLUSTER & 1 QTY-8

BOX CLUSTER
SEE DETAIL A, SHEET L8

CONCRETE STOOP PER

ARCHITECTURAL PLANS

PRECAST CONCRETE

STEPPING STONES,

TYPICAL

SCREEN TREE,
TYPICAL DECORATIVE 6'-0" METAL VINE SCREEN AT PASEO INTERFACE 6'-0" WOOD GOOD

NEIGHBOR FENCE
SEE DETAIL A, SHEET L6
6'-0" MASONRY

SCREEN WALL, SEE
DET. D. SHEET L6

DRIVEABLE GRAVEL

PAVE PER CIVIL, FOR
E.V.A. ACCESS, W/

DECORATIVE PEBBLE

SIDEWALK PER CIVIL

ENGINEER'S PLANS

DRIVE C

DRIVE B DRIVE D
6'-0" MASONRY

SCREEN WALL

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 248 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377

CONCRETE DRIVEWAY PER

CIVIL ENGINEER'S PLANS

SIDEWALK PER CIVIL

ENGINEER'S PLANS

SCREEN TREE,

TYPICAL

PASEO TREES,

TYPICAL

CONCRETE PORCH PER

ARCHITECTURAL PLANS

PLANTER W/ SPECIMEN
TREE
UNIT 40
PLAN 1B
UNIT 39
PLAN 2B
UNIT 38
PLAN 1A
UNIT 37
PLAN 2A
UNIT 36
PLAN 1B
UNIT 35
PLAN 2B
4'-0" CONCRETE ENTRY

WALK, TYPICAL
SEE DETAIL A, SHEET 9
4'-0" CONCRETE SHARED

ENTRY WALK
SEE DETAIL A, SHEET L9

DECOMPOSED GRANITE PATIO EXTENSION
SEE DETAIL C, SHEET L9
4'-0" CONCRETE WALK
SEE DETAIL A, SHEET 9

BENCH, TYPICAL

CAFE STYLE TABLE SEATING,

TYPICAL

BIORETENTION AREA

PER CIVIL'S

IMPROVEMENT PLANS

LOW FENCING AT COMMERCIAL/

RESIDENTIAL INTERFACE
SEE DETAIL C, SHEET L6
6'-0" WOOD GOOD NEIGHBOR

FENCE, TYPICAL
SEE DETAIL A, SHEET L6
4'-0" CONCRETE SHARED

ENTRY WALK
SEE DETAIL A, SHEET L9

DRIVE B

MARKET PLACE

STREET TREE,

TYPICAL DRIVE D

PRECAST CONCRETE

STEPPING STONES,

TYPICAL

VISIBILITY

TRIANGLE

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 249 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) 6'-0" WOOD GOOD NEIGHBOR

FENCE, TYPICAL
SEE DETAIL A, SHEET L6

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377

CONCRETE DRIVEWAY PER

CIVIL ENGINEER'S PLANS

SIDEWALK PER CIVIL

ENGINEER'S

IMPROVEMENT PLANS

STREET TREE,

TYPICAL

SHRUB &

GROUNDCOVER

PLANTING, TYPICAL
6'-0" TALL MASONRY

SCREEN WALL, SEE
DETAIL D, SHEET L6
4'-0" CONCRETE ENTRY

WALK, TYPICAL
8'-0" WIDE FREE

STANDING STEEL

TRELLIS, TYPICAL
UNIT 1
PLAN 1A
UNIT 2
PLAN 2A
UNIT 3
PLAN 1B
UNIT 16
PLAN 2A
UNIT 17
PLAN 1A
UNIT 18
PLAN 2A
UNIT 26
PLAN 1A
UNIT 27
PLAN 1A
UNIT 28
PLAN 1A MARKET PLACE

UNDERSTORY TREE,

TYPICAL

ACCENT TREES,

TYPICAL

CONCRETE STOOP PER

ARCHITECTURAL PLANS

COMMERCIAL SIGNAGE,

SIMILAR TO EXISTING

SIGN AT BOLLINGER

CANYON ROAD &

MARKET PLACE

RESIDENTIAL ENTRY

MONUMENT SIGN
SEE DETAIL A, SHEET L7

DRIVE D DRIVE B DRIVE C

DRIVABLE GRAVEL

PAVE PER CIVIL FOR
E.V.A. ACCESS, W/

DECORATIVE PEBBLE

SCREEN TREE, TYPICAL

PRECAST CONCRETE

STEPPING STONES,

TYPICAL

STAMPED ASPHALT AT RESIDENTIAL

COMMUNITY ENTRANCE
SEE DETAIL B, SHEET L9

VISIBILITY TRIANGLE,
TYP.
6'-0" TALL MASONRY

SCREEN WALL
6'-0" MASONRY WALL,
SEE DET D, SHEET L6

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 250 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377
MARKET PLACE MARKET PLACE DRIVE B DRIVE B DRIVE C 123456 7 8 9 10 11 12
13 14
15 16
17 18
19 20
21 28
27 22
23 24
25 26
29 30
31 32
33 34 35
36 37
38 39
40 DRIVE D

DRIVE A

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 251 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) B

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377 A C D

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 252 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377 B A C D E

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 253 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377
(2) 157012 MODEL
(12 DOOR

TYPE III) SIDE ELEVATION
2P
1P A 9
10 11 4 12 3215678
1P 9
10 11 4 12 3215678
1P 9
10 11
12 13 4321
14 5
15 678
1P
2P
16 (1) 1570 MODEL
(16 DOOR

TYPE III) B C

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 254 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377 A B C

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 255 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 256 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

A B E F G H C D

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 257 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377 H A B E F GC D

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 258 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377

TURF TURF
UNIT 28
PLAN 1B
UNIT 27
PLAN 2B
UNIT 26
PLAN 1B
UNIT 25
PLAN 2B
UNIT 24
PLAN 1A
UNIT 23
PLAN 2B
UNIT 22
PLAN 1B
UNIT 29
PLAN 2A
UNIT 30
PLAN 1A
UNIT 31
PLAN 2B
UNIT 32
PLAN 1B
UNIT 33
PLAN 2A UNIT 34
PLAN 1A

DRIVE C

DRIVE B DRIVE D

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 259 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377
UNIT 40
PLAN 1B
UNIT 39
PLAN 2B
UNIT 38
PLAN 1A
UNIT 37
PLAN 2A
UNIT 36
PLAN 1B
UNIT 35
PLAN 2B

DRIVE B

MARKET PLACE DRIVE D

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 260 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377
UNIT 1
PLAN 1A
UNIT 2
PLAN 2A
UNIT 3
PLAN 1B
UNIT 16
PLAN 2A
UNIT 17
PLAN 1A
UNIT 18
PLAN 2A MARKET PLACE

ACCENT TREES,

TYPICAL

DRIVE D DRIVE B DRIVE C

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 261 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377 MARKET PLACE DRIVE B
UNIT 4
PLAN 2A
UNIT 5
PLAN 1B
UNIT 6
PLAN 2AX
UNIT 7
PLAN 1A
UNIT 19
PLAN 1B
UNIT 20
PLAN 2A
UNIT 21
PLAN 1A DRIVE C
4'-0" SHARED

CONCRETE WALK

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 262 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377

MARKET PLACE
UNIT 8
PLAN 2BX
UNIT 9
PLAN 1B
UNIT 10
PLAN 2AX UNIT 11
PLAN 1A UNIT 12
PLAN 2B

DRIVE B

DRIVE A
4'-0" SHARED

CONCRETE WALK

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 263 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377

MARKET PLACE

DRIVE B

DRIVE A
UNIT 13
PLAN 1A
UNIT 14
PLAN 2BX
UNIT 15
PLAN 1B

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 264 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377
MARKET PLACE MARKET PLACE DRIVE B DRIVE B DRIVE C 123456 7 8 9 10 11 12
13 14
15 16
17 18
19 20
21 28
27 22
23 24
25 26
29 30
31 32
33 34 35
36 37
38 39
40 DRIVE D

DRIVE A
#XX
#33
#32
#31
#34
#36
#37
#38
#1
#2
#3
#4
#5
#6
#7
#8
#40
#41
#43 #42
#27
#9
#10
#11
#12
#13
#14
#15
#16
#18
#17
#19
#20
#21
#23
#22
#24
#25
#26
#29
#30
#35
#28
#39

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 265 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377

ARBUTUS MARINA

MARINA STRAWBERRY TREE

CERCIS OCCIDENTALIS

WESTERN REDBUD

LAGERSTROEMIA NANCHEZ

WHITE CRAPE MYRTLE

OLEA EUROPAEA 'WILSONII'

FRUITLESS OLIVE
PYRUS C. 'ARISTOCRAT'

FLOWERING PEAR

ULMUS PARVIFOLIA

TRUE GREEN CHINESE ELM

TRISTANIA CONFERTA

BRISBANE BOX
FRAXINUS O. 'RAYWOOD'

RAYWOOD ASH
PYRUS C. 'CAPITAL'

ORNAMENTAL PEAR

PLATANUS MEXICANA

MEXICAN SYCAMORE

QUERCUS SUBER

CORK OAK

ACACIA 'COUSIN ITT'

LITTLE RIVER WATTLE

BUDDLEJA DAVIDII 'BLACK KNIGHT'

PRUPLE BUTTERFLY BUSH

CAREX TUMULICOLA 'DIVULOSA'

BERKELEY SEDGE

CHONDROPETALUM TECTORUM

CAPE REED

DIETES IRIDIODES

AFRICAN ISIS

FESTUCA MAIREI

MAIRE'S FESCUE

PHORMIUM 'PLATTS BLACK'

PLATTS BLACK NEW ZEALAND FLAX
XYLOSMA C. 'COMPACTA'

COMPACT SHINY XYLOSMA

WESTRINGIA 'WYNYABBIE HIGHLIGHT'

VARIEGATED AUSTRALIAN ROSEMARY

FEIJOA SELLOWIANA

PINEAPPLE GUAVA

GREVILLEA 'NOELLI'

NOEL'S GREVILLEA

PITTOSPORUM 'WHEELER'S DWARF'

DWARF MOCK ORANGE
RHAPHIOLEPIS I. 'BALLERINA'

BALLERINA INDIAN HAWTHORN

LAVATERA MARITIMA

TREE MALLOW

LIMONIUM PREZII

SEA LAVENDER
EUONYMUS J. 'GREEN SPIRES'

JAPANESE BOXWOOD

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 266 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

LANDSCAPE ARCHITECTURE

LAND PLANNING
1615 BONANZA STREET
SUITE 314
WALNUT CREEK, CA 94596
TEL: 925.938.7377
MARKET PLACE MARKET PLACE DRIVE B DRIVE B DRIVE C 123456 7 8 9 10 11 12
13 14
15 16
17 18
19 20
21 28
27 22
23 24
25 26
29 30
31 32
33 34 35
36 37
38 39
40 DRIVE D

DRIVE A

WALL PACK LIGHT,

CENTERED OVER
GARAGE, TYP.

POST MOUNT ONSITE LIGHT,
TYP.

BOLLARD OR LIGHT
COLUMN, TYP.

EXISTING STREET LIGHT, TYP

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

10.1.e
Packet Pg. 267 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) Luminaire Schedule Symbol Qty Tag Arrangement Luminaire Lumens LLF LLD LDD Description Arm Mounting Height Luminaire Watts Data Source Filename 40 S3 Single 814 0.90 0.900 1.000 Bega 33_815_K4 0 9 11 33815_BEGA_IES.ies 7 E1 Single 4025 0.90 0.900 1.000 EXISTING Cree XSPSM-D-HT-2ME-5L-40K7 6 30 34 XSPSM-D-HT-2ME-5L-40K7-Ux-xx-N-Q4_CONFIGURED.ies 16 S1a Single 3772 0.90 0.900 1.000 Sternberg 1521LEDPT-1L40T2-MDL06-SV1SA-HSS - 12' Pole 0 14 34.7 1521LEDPT-1L40T2-MDL06-SV1SA-HSS.IES 13 S2b Single 1908 0.90 0.900 1.000 Gardco PBL-42''-14L-450-WW-G2-3-UNV 0 3.417 23.1 PBL-14L-450-NW-G2-3-UNV.ies Calculation Summary Label Description CalcType Grid Z Units Avg Max Min Avg/Min Max/Min # Pts StatArea_1 Market Place Illuminance Fc 0.38 1.30 0.10 3.80 13.00 536 StatArea_2 Drive D Illuminance Fc 1.42 5.10 0.20 7.10 25.50 138 StatArea_3 Drive B1 Illuminance Fc 1.17 4.80 0.20 5.85 24.00 86 StatArea_4 Drive B2 Illuminance Fc 1.08 4.90 0.10 10.80 49.00 104 StatArea_5 Drive B3 Illuminance Fc 1.06 3.60 0.30 3.53 12.00 73 StatArea_6 Drive A Illuminance Fc 1.36 3.60 0.20 6.80 18.00 30 StatArea_7 Drive C Illuminance Fc 1.18 3.90 0.20 5.90 19.50 93 StatArea_8 Typical Pathway Illuminance Fc 2.24 7.60 0.00 N.A. N.A. 45 00000000
60'
36' 312' 184.02544066'
72'
72'
72'
72'
72'
72'
72' 324' 378.00000004' 324.00000002'

VAN ACCESSIBLE NO PARKING

ELECTRIC VEHICLE
1 2
3 4
5 6
7 8
9 10 11 12 13 14 15 16 1718 192021 22232425262728 293031323334 353637383940

MARKET PL
PLAN 2AX
33X55.75
PLAN 2AX
33X55.75
PLAN 2BX
33X56.5
PLAN 2BX
33X56.5
PLAN 1A
33X55.75
33X55.75 PLAN 1A
33X55.75 PLAN 1A
PLAN 1A
33X55.75
33X55.75 PLAN 1A33X55.75 PLAN 1A
PLAN 1A
33X55.75
PLAN 1A
33X55.75 PLAN 1A 33X55.75
33X55.75
PLAN 1A
PLAN 1B
33X56 PLAN 1B33X56
PLAN 1B
33X56 PLAN 1B33X56 PLAN 1B33X56
33X56 PLAN 1B
33X56
PLAN 1B
33X56
PLAN 1B
PLAN 1B
33X56
PLAN 1B
33X56
33X56 PLAN 1B
PLAN 2A
33X55.75
33X55.75 PLAN 2A
33X55.75 PLAN 2A33X55.75 PLAN 2A33X55.75 PLAN 2A
33X55.75
PLAN 2A
33X55.75
PLAN 2A
33X55.75 PLAN 2A
PLAN 2B
33X55.75 PLAN 2B33X55.75
33X55.75 PLAN 2B
PLAN 2B
33X55.75 PLAN 2B33X55.75 PLAN 2B33X55.75 PLAN 2B 33X55.75 TYPE A CURB INLET PER CITY STD DETAIL SD-1B TYPE A CURB INLET PER CITY STD DETAIL SD-1B TYPE A CURB INLET PER CITY STD DETAIL SD-1B
TYPE A CURB INLET PER CITY STD DETAIL SD-1B
TYPE A CURB INLET PER CITY STD DETAIL SD-1B
TYPE A CURB INLET PER CITY STD DETAIL SD-1B
TYPE A CURB INLET PER CITY STD DETAIL SD-1B
TYPE A CURB INLET PER CITY STD DETAIL SD-1B
StatArea_1
StatArea_2
StatArea_3
StatArea_4
StatArea_5
StatArea_6
StatArea_7
StatArea_8
S3
S3
S3
S3
S3
S3
S3
S3 S3 S3 S3 S3 S3
S3 S3 S3 S3 S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3 S3 S3 S3
S3
S3 S3 S3 S3 S3
E1
E1
E1
E1
E1
E1
S1a
S1a
S1a
S1a
S1a
S1a
S1a
S1a
S1a
S1a
S1a
S1a
S1a
S1a
S1a
S2b
S2b
S2b
S2b
S2b
S2b
S2b
S2b
S2b
S2b
S2b
S2b
S2b
S1a 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.5 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.4 0.5 0.7 0.8 0.8 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.6 0.7 0.8 0.9 0.8 0.7 0.5 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.6 0.7 0.8 0.8 0.7 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.8 0.8 0.7 0.6 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.6 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.5 0.6 0.7 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.3 0.3 0.4 0.7 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.1 0.6 0.5 0.6 1.1 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.6 1.0 0.7 1.1 2.0 0.4 0.5 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 1.3 2.2 1.4 1.0 2.2 3.9 2.1 0.6 0.1 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 1.0 2.7 3.8 1.9 1.4 3.6 0.5 2.9 0.9 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.6 0.6 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.3 0.3 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 1.6 0.4 5.2 2.2 1.5 3.1 1.3 1.9 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.8 0.6 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.5 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 1.2 0.7 3.6 1.6 1.3 2.2 1.1 0.8 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.4 0.5 0.7 0.8 0.8 0.6 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.5 0.5 0.7 0.7 0.7 0.4 0.3 0.2 0.1 0.1 0.0 0.9 1.4 1.9 1.0 1.0 1.2 0.6 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.6 0.7 0.8 0.8 0.6 0.5 0.3 0.1 0.1 0.1 0.1 0.3 0.5 0.6 0.7 0.6 0.5 1.1 1.3 1.1 0.7 0.4 0.2 0.1 2.2 0.8 1.2 1.2 0.7 0.6 0.3 0.3 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.6 0.7 0.7 0.5 0.4 0.4 0.2 0.1 0.1 0.1 0.2 0.5 0.6 0.8 0.8 0.7 0.7 0.6 2.1 2.8 2.6 1.3 0.5 1.9 0.5 1.5 3.6 1.1 0.8 2.2 1.9 0.9 0.9 0.8 0.5 0.4 0.2 0.0 0.0 0.0 0.1 0.3 0.5 0.5 0.5 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.3 0.5 0.6 0.9 0.8 0.6 0.6 0.8 1.6 2.7 5.0 3.0 1.1 0.8 0.6 2.3 1.6 0.5 0.6 0.8 0.8 0.9 1.3 1.8 1.9 1.5 1.0 0.7 0.5 0.4 1.4 5.0 0.0 0.0 0.0 0.1 0.3 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.4 0.5 0.7 0.8 0.7 0.5 0.4 0.2 0.9 2.7 2.6 3.3 1.7 0.8 4.4 1.7 0.5 0.4 0.4 0.2 0.3 0.4 0.8 1.4 2.4 4.0 4.9 3.2 1.9 1.1 0.6 0.4 0.6 1.2 0.7 0.7 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.4 0.5 0.7 0.7 0.6 0.4 0.2 0.1 0.5 1.0 1.2 1.1 0.3 0.8 0.4 1.0 0.7 1.0 0.7 0.2 0.2 0.2 0.1 0.1 0.2 0.3 0.5 1.1 2.5 0.4 1.1 0.4 0.2 0.1 0.1 0.2 0.3 0.4 1.3 4.7 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.3 0.4 0.4 0.5 0.5 0.5 0.3 0.1 0.0 0.0 0.1 0.4 0.1 0.2 0.2 3.8 2.6 0.8 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.7 1.3 1.8 1.1 0.7 0.7 0.3 0.2 0.1 0.1 0.2 0.5 1.0 0.6 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.2 0.1 0.0 0.0 0.1 0.1 0.4 1.1 1.1 1.0 1.1 0.3 0.4 0.5 0.5 0.5 0.4 0.4 0.3 0.2 0.1 0.4 0.6 0.3 0.3 4.6 0.2 0.2 0.2 0.2 0.2 0.4 0.5 0.6 1.9 4.8 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.0 0.0 0.5 0.7 1.2 2.0 1.6 1.0 1.0 1.4 1.9 1.6 1.2 1.3 14.9 0.3 0.2 0.3 0.5 0.6 0.9 1.2 1.2 1.3 1.5 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.0 0.0 3.3 0.9 1.2 2.8 4.0 1.8 1.6 2.0 3.3 5.0 3.9 2.6 3.7 2.7 0.2 0.2 0.5 0.9 1.5 2.4 3.9 3.5 2.1 1.4 0.8 0.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 1.4 2.3 0.9 1.8 4.8 0.4 1.9 0.6 0.5 1.4 0.4 3.0 1.4 2.1 0.1 0.1 0.3 0.1 0.3 1.0 0.4 4.3 2.3 1.1 0.5 0.6 5.4 7.3 1.0 0.1 0.0 0.0 0.7 6.2 5.6 0.5 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.6 0.7 0.8 2.0 4.1 3.1 1.6 0.8 0.6 1.0 1.8 1.4 0.9 0.8 0.1 0.3 5.5 0.5 0.6 1.1 2.2 1.9 1.1 0.9 0.5 0.4 1.9 2.8 0.3 0.0 0.0 0.0 0.2 3.7 4.0 0.3 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 1.5 0.6 0.9 1.8 1.4 1.6 0.6 1.2 0.2 0.5 25.2 0.9 0.5 1.3 0.2 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.0 0.0 3.3 1.9 0.7 0.8 0.3 2.9 2.7 0.8 2.8 0.1 0.1 2.7 1.3 0.5 2.2 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.4 0.5 0.5 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.7 0.7 0.5 0.4 0.0 0.5 0.8 0.5 1.0 0.0 0.0 0.1 0.6 0.4 0.7 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.6 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 1.2 0.6 0.4 0.3 0.0 0.3 0.6 0.5 0.6 0.0 0.0 0.0 0.6 0.4 0.6 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.7 0.8 0.8 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 4.4 0.9 0.5 0.5 0.1 2.1 2.3 0.7 2.3 0.1 0.1 1.4 2.7 0.8 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.6 0.7 0.8 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 1.4 0.6 0.6 1.0 0.2 1.7 2.0 0.7 1.9 0.1 0.3 13.7 2.3 0.7 1.6 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.5 0.6 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.5 0.5 0.8 1.8 0.4 0.3 0.5 0.4 0.5 0.1 0.3 9.4 0.5 0.4 0.5 9.2 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 2.3 0.9 1.3 3.1 1.2 0.6 1.0 0.5 1.0 0.1 0.1 0.6 1.0 0.5 0.9 9.6 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.2 0.2 0.1 0.0 0.0 3.8 1.1 1.9 4.9 0.3 3.1 2.8 0.8 2.8 0.0 0.0 0.0 3.5 0.8 2.3 1.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.0 0.0 0.8 0.8 1.7 4.1 2.7 0.8 1.1 0.6 1.1 0.0 0.0 0.0 1.3 0.6 1.0 0.1 0.3 0.5 2.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.0 0.0 0.8 0.7 1.2 2.5 1.1 0.2 0.5 0.4 0.5 0.0 0.0 0.0 0.5 0.4 0.5 0.0 0.1 24.2 6.1 0.1 0.0 0.0 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.0 0.0 3.8 1.0 1.1 1.8 0.5 1.3 1.6 0.7 1.7 0.1 0.1 0.4 1.9 0.7 1.4 0.0 0.2 2.5 0.1 0.0 0.0 0.0 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.1 0.0 0.0 2.2 0.8 1.0 1.5 0.4 2.6 2.5 0.8 2.5 0.1 0.2 6.5 3.1 0.8 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.4 0.5 0.5 0.5 0.4 0.1 0.0 0.0 0.5 0.6 1.0 1.9 0.5 0.4 0.7 0.5 0.7 0.2 0.3 18.9 0.7 0.5 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.5 0.6 0.7 0.5 0.4 0.1 0.1 0.0 1.5 0.8 1.3 2.7 1.2 0.4 0.7 0.5 0.7 0.2 0.2 2.0 0.7 0.5 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.6 0.7 0.8 0.5 0.4 0.2 0.1 0.1 4.4 1.2 1.9 4.5 2.0 2.5 2.5 0.8 2.5 0.2 0.2 0.1 3.0 0.8 2.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.2 0.4 0.6 0.8 0.8 0.6 0.4 0.2 0.1 0.1 1.2 0.9 1.9 4.7 0.7 1.3 1.7 0.7 1.6 0.2 0.4 0.2 1.9 0.7 1.4 0.1 0.5 5.2 0.1 0.0 0.0 0.0 0.2 0.4 0.6 0.7 0.8 0.6 0.4 0.2 0.1 0.1 0.6 0.6 1.3 2.8 1.3 0.2 0.5 0.4 0.5 0.4 0.8 0.5 0.5 0.4 0.4 0.2 2.0 8.6 0.1 0.0 0.0 0.0 0.2 0.4 0.5 0.6 0.7 0.5 0.4 0.1 0.1 0.0 2.7 0.8 0.9 1.7 0.6 0.7 1.1 0.6 1.1 0.5 1.4 1.3 1.3 0.6 0.8 0.0 0.1 1.3 0.0 0.0 0.0 0.2 0.3 0.4 0.5 0.5 0.5 0.4 0.1 0.1 0.0 3.2 0.8 0.7 1.0 0.3 3.1 2.9 0.8 2.8 0.9 2.3 3.3 3.6 0.8 2.3 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.1 0.1 0.1 0.6 0.5 0.5 0.5 0.2 0.7 1.0 0.6 1.0 3.9 1.1 3.6 0.5 1.1 0.6 1.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.4 0.6 1.2 1.4 0.8 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.8 1.4 1.3 0.7 0.6 0.7 0.7 1.0 1.5 1.3 0.7 0.4 0.3 0.2 0.2 0.5 1.0 3.3 5.0 2.3 1.0 0.7 1.1 0.9 0.4 0.3 0.4 0.4 0.4 0.4 0.4 0.9 1.2 0.7 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.6 1.4 3.5 0.5 1.6 0.7 0.3 0.2 0.2 0.3 0.2 0.2 0.3 0.7 1.6 0.6 3.3 1.4 0.7 0.6 0.8 1.7 0.8 3.3 1.4 0.6 0.3 0.1 0.1 0.2 0.7 1.9 2.4 1.5 1.1 2.0 1.0 2.7 1.4 0.6 0.3 0.3 0.3 0.6 1.3 2.6 0.8 2.1 0.9 0.4 0.2 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.8 1.6 2.6 4.5 5.1 3.2 2.0 1.3 0.9 0.8 0.6 0.5 0.7 1.1 1.8 3.0 5.0 4.7 2.8 2.0 1.7 2.1 3.1 5.0 4.7 2.7 1.6 0.8 0.4 0.2 0.2 0.5 1.3 1.1 1.6 2.1 3.6 3.7 4.6 2.6 1.5 0.7 0.4 0.6 1.3 2.5 4.5 3.6 3.7 2.1 1.1 0.5 0.2 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.6 0.9 1.2 1.9 2.2 1.7 1.4 1.4 1.7 2.0 1.6 1.1 0.9 0.9 1.1 1.4 2.1 2.0 1.4 1.1 1.1 1.1 1.5 2.1 1.9 1.2 0.8 0.5 0.3 0.2 0.3 0.5 0.9 0.7 1.0 1.3 1.8 2.7 2.3 1.4 0.9 0.7 0.6 0.7 1.0 1.4 2.2 2.7 1.8 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.8 1.0 1.4 2.2 3.6 5.1 3.7 2.2 1.4 0.8 0.6 0.5 0.6 0.6 0.5 0.4 0.4 0.4 0.5 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.5 0.3 0.4 0.5 0.6 0.7 0.6 0.5 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.8 1.8 0.4 1.8 0.8 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 1.1 1.7 1.1 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.3 0.3

1.1 3.4

6.5 6.5

3.5 1.0

0.2 0.1

0.0 0.0

0.2 0.7

2.3 6.5

7.0 6.0

1.9 0.5

0.1 0.0

0.0 0.0

0.0 0.0

0.1 0.4

1.5 4.8

7.4 7.3

3.6 1.1

0.3 0.1

0.1 0.1

0.2 0.3

1.1 3.3

7.4 7.6

5.9 PHOTOMETRIC DATA USED AS INPUT FOR THESE CALCULATIONS IS

BASED ON ESTABLISHED IESNA TESTING PROCEDURES AND
PUBLISHED LAMP RATINGS. FIELD PERFORMANCE WILL DEPEND ON ACTUAL LAMP, BALLAST, ELECTRICAL, AND SITE CHARACTERISTICS. 10268 W CENTENNIAL ROAD, SUITE 202, LITTLETON, CO USA 80127 Calculations have been performed according to IESNA standards and good practice.

Some differences between measured values and calculated results may occur due to tolerances in calculation methods, testing procedures, component performance, measurement techniques and field conditions such as voltage and temperature variations. Input data used to generate the attached calculations such as room dimensions, reflectances, furniture and architectural elements significantly affect the lighting calculations. If the real environment conditions do not match the input data, differences will occur between measured values and calculated values. SCALE OF SHEET DATE AGi32 VERSION 20.0
DRAWING NO. / INPUT FILE AGi (C) 2022 LIGHTING ANALYSTS, INC.

PROJECT DESCRIPTION
REV
REPORT FOR : SALES REPRESENTATIVE : ASSOCIATED LIGHTING REPRESENTATIVES, INC. APPLICATION ENGINEERING : JOHN A. RAMOS Associated Lighting Representatives, Inc.

Oakland, CA
7777 Pardee Lane
94621 THE MARKETPLACE - STREET LIGHTING

SAN RAMON, CA
20138HAL
0 1 1 6/28/2022 1" = 30'-0"

WILL GREEN

REPLEY DESIGN

TIM HALEY
510-638-3800 Fresno, CA
2720 North Grove
93727
559-453-0444 Sacramento, CA
1912 Del Paso Rd. 95834
916-383-4545 Reno, NV
9070 Double Diamond Pkwy. 89521
775-849-9770 PRELIMINARY - NOT FOR CONSTRUCTION ( ALL VALUES SHOWN ARE MAINTAINED HORIZONTAL FOOTCANDLES AT FINISHED GRADE, U.O.N. ) SCALE: 1" = 30'-0" LIGHTING PLAN - PHOTOMETRIC ANALYSIS - LAYOUT VERIFICATION Note: Unless otherwise specified - the lamp lumen depreciation (LLD) for legacy sources used in these calculations is based on published mean lumen ratings by major lamp manufacturers; 0.80 LLD for pulse start metal halide; 0.90 LLD for high pressure sodium; 0.95 LLD for linear T8 and T5 fluorescent; 0.86 LLD for compact fluorescent and induction; 0.88 LLD for Cosmo and Elite lamps. 0.94 LDD for all LED sources. Unless otherwise noted - 0.90 luminaire dirt depreciation (LDD) is commonly applied. In cases where appropriate - ballast factor (BF) is applied. Additional user defind factors (UDF) may be applied if necessary to represent luminaire performance to a higher degree of accruracy. Total light loss factor (LLF) is the product of all multiplied loss factors. PLAN VIEW ASSOCIATED LIGHTING REPRESENTATIVES, INC. NOT FOR QUOTING PURPOSES D-5.88(0.6917) ISOLINE VALUE 0.13 Fc ISOLINE VALUE 0.40 Fc ISOLINE VALUE 0.40 Fc ISOLINE VALUE 0.40 Fc

RECEIVED
AUG 16 2022

CITY OF SAN RAMONPLANNING SERVICES

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OUTDOOR BENCH

MEXICAN SYCAMORE TREE
(Platanus Mexicana)

PINK ROCKROSE
(Cistus Skanbergii)

SEA LAVENDER
(Limonium Perezii)

CHAPEL HILL YELLOW LANTANA
(Lantana ‘Chapel Hill Yellow’ )

NEW ZEALAND FLAX
(Phormium Tenax ‘Variegatum’)

RECEIVED
FEB 07 2023

CITY OF SAN RAMON

PLANNING SERVICES

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MARKET PLACE
ALCOSTA BOULEVARD MARKET PLACE BOLLINGER CANYON ROAD 6 8 6 9 10 21 2319 10 2HC 2HC 2HC 2HC 3 12 5 6 1213 2HC 14 1313 5 15 2HC 4 134 2HC 2HC 11 4 4 2 1HC 2HC 9 5 23 711 28 28 183 31316 145 4 14 13 14 11 2HC 4 12 2HC 8 1HC 6 18 18 11 4 4 21 5 MONTGOMERY STREET 392102 2HC 2HC 17171515 1HC 1HC 1HC 14 1HC 12 10 6 10 27 3 5 3 9 7 1 4 5 2 ** * EXISTING PARKING SUMMARY F:\3475-000\ACAD\EXHIBITS\XB004 - PARKING COUNT.DWG EXISTING PARKING COUNT THE RESIDENCES AT MARKETPLACE CITY OF SAN RAMON CONTRA COSTA COUNTY CALIFORNIA SCALE: 1" = 60' DATE: JUNE 2022 0 60 120 180 CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 SPRINGFIELD DR *

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MARKET PLACE
ALCOSTA BOULEVARD MARKET PLACE BOLLINGER CANYON ROAD 6 8 6 9 10 21 2319 10 2HC 2HC 2HC 2HC 3 12 5 6 1213 2HC 14 1313 5 15 2HC 4 134 2HC 2HC 11 4 4 2 1HC 2HC 9 5 23 711 28 28 183 31316 145 4 14 13 14 11 2HC 4 12 2HC 8 1HC 6 18 18 11 4 4 21 5 MONTGOMERY STREET 5 3 9 7 1 4 5

DRIVE B

DRIVE C
DRIVE B 12345 161718192021 282726252423 293031323334 403938373635 22 6 7 8 9 10 11 13 14 15 DRIVE D DRIVE A 12 2 * F:\3475-000\ACAD\EXHIBITS\XB004 - PARKING COUNT.DWG PROPOSED PARKING COUNT THE RESIDENCES AT MARKETPLACE CITY OF SAN RAMON CONTRA COSTA COUNTY CALIFORNIA SCALE: 1" = 60' DATE: JUNE 2022 0 60 120 180 CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 SPRINGFIELD DR PROPOSED PARKING SUMMARY * 10.1.e
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Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) LANDSCAPE ARCHITECTURE LAND PLANNING 1615 BONANZA STREET SUITE 314 WALNUT CREEK, CA 94596 TEL: 925.938.7377THE RESIDENCES AT MARKET PLACE SAN RAMON LIBRARY CONTRA COSTA COUNTY (28,370 SQ FEET) MARKET PL. MARKET PL. MARKET PL. MONTGOMERY ST. MONTGOMERY ST.

ALCOSTA BLVD.

ALCOSTA BLVD.

MARKET PL. EXISTING MARKETPLACE CENTER (529,682 SQ FEET) OFFSITE MARKETPLACE LANDSCAPE OFFSITE MARKETPLACE LANDSCAPE CALCULATIONS BOLLINGER CANYON ROAD PARCEL K (STARBUCKS) OFFSITE MARKETPLACE F.A.R. CALCULATIONS

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Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5)) TYPE OF SERVICES Geotechnical Feasibility Study PROJECT NAME The Residences at Marketplace LOCATION 130 Market Place San Ramon, California
CLIENT TRC Retail
4695 MacArthur Court, Suite 700
Newport Beach, California
PROJECT NUMBER 987-2-6
DATE June 27, 2022

RECEIVED
JUL 01 2022

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PLANNING SERVICES

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Packet Pg. 277 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Type of Services Geotechnical Feasibility Study
Project Name The Residences at Marketplace
Location 130 Market Place
San Ramon, California
Client TRC Retail
Client Address 4695 MacArthur Court, Suite 700
Newport Beach, California
Project Number 987-2-6
Date June 27, 2022
Prepared by Danh T. Tran, P.E.

Senior Principal Engineer
Geotechnical Project Manager
C. Barry Butler, P.E., G.E.

Geotechnical Engineer
Quality Assurance Reviewer

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Page i
SECTION 1: INTRODUCTION........................................................................................................ 1

1.1 PROJECT DESCRIPTION ---------------------------------------------------------------------------------- 1

1.2 SCOPE OF SERVICES -------------------------------------------------------------------------------------- 2

1.3 NEARBY EXPLORATIONS --------------------------------------------------------------------------------- 2

1.4 LABORATORY TESTING PROGRAM ------------------------------------------------------------------- 2 SECTION 2: REGIONAL SETTING ................................................................................................ 2

2.1 GEOLOGICAL SETTING ------------------------------------------------------------------------------------ 2

2.1.1 Regional Geologic Setting ............................................................................................... 2

2.2 REGIONAL SEISMICITY ------------------------------------------------------------------------------------ 3 Table 1: Approximate Fault Distances within 25-Kilometers ....................................................... 3 SECTION 3: SITE CONDITIONS.................................................................................................... 4

3.1 SURFACE DESCRIPTION ---------------------------------------------------------------------------------- 4

3.2 SUBSURFACE CONDITIONS ------------------------------------------------------------------------------ 4

3.2.1 Plasticity/Expansion Potential.......................................................................................... 4

3.2.2 In-Situ Moisture Contents ................................................................................................ 5

3.2 GROUNDWATER ---------------------------------------------------------------------------------------------- 5

3.3 AERIAL PHOTO REVIEW ----------------------------------------------------------------------------------- 5 SECTION 4: GEOLOGIC HAZARDS.............................................................................................. 5

4.1 FAULT RUPTURE --------------------------------------------------------------------------------------------- 5

4.2 STRONG GROUND SHAKING ---------------------------------------------------------------------------- 6

4.3 LIQUEFACTION POTENTIAL ------------------------------------------------------------------------------ 6

4.4 LATERAL SPREADING -------------------------------------------------------------------------------------- 6

4.5 GROUND DEFORMATION AND SURFICIAL CRACKING POTENTIAL ----------------------- 7

4.6 SEISMIC SETTLEMENT/UNSATURATED SAND SHAKING -------------------------------------- 7

4.7 LANDSLIDING -------------------------------------------------------------------------------------------------- 7

4.8 EXPANSIVE SOILS ------------------------------------------------------------------------------------------- 7

4.9 EXISTING FILLS ----------------------------------------------------------------------------------------------- 7

4.10 FLOODING ------------------------------------------------------------------------------------------------------ 8 SECTION 5: PRELIMINARY CONCLUSIONS................................................................................ 8

5.1 SUMMARY ...................................................................................................................... 8

5.1.1 Strong Ground Shaking ................................................................................................... 8

5.1.2 Shallow Groundwater ...................................................................................................... 8

5.1.3 Very Highly Expansive Soils............................................................................................ 9

5.1.4 Undocumented Fill........................................................................................................... 9

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Page ii
SECTION 6: CLOSURE AND LIMITATIONS................................................................................10 SECTION 7: REFERENCES.........................................................................................................11 FIGURE 1: VICINITY MAP
FIGURE 2: SITE PLAN
FIGURE 3: REGIONAL FAULT MAP
FIGURE 4: VICINITY GEOLOGIC MAP

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Type of Services Geotechnical Feasibility Study
Project Name The Residences at Marketplace
Location San Ramon, California
SECTION 1: INTRODUCTION
This geotechnical feasibility study was prepared for the sole use of TRC Retail for the proposed Residences at Marketplace project in San Ramon, California. We previously completed a geotechnical report within the existing shopping area on an adjacent parcel titled, “Geotechnical Investigation, Marketplace at San Ramon, 300 Market Place, San Ramon, California,” prepared for TRC, and dated April 1, 2019.

For our use, we were provided with the following documents:
 An entitlement set of architectural, civil, landscape, and commercial plans, titled, “The Residences at Marketplace, San Ramon, CA, Entitlement Submittal,” dated April 25, 2022, 58 sheets.

1.1 PROJECT DESCRIPTION
The project site is located within the existing Marketplace at San Ramon retail shopping center at 130 Market Place in San Ramon, California. We understand the project will include redevelopment of a portion of the existing shopping center as a mixed-use development featuring a 40-unit single-family detached condominium community with four (4) junior accessory dwelling units, and the renovation of an existing retail structure, currently occupied by a coffee shop. The residential parcel will total about 2.86 acres, and the retail site will be 0.50 acres.

The new residences will be three-story structures, and likely be wood-framed. The existing retail structure (coffee shop) is currently a masonry structure, and will be remodeled.

Structural loads are not currently known for the proposed structures; however, structural loads are expected to be relatively light, and typical of similar type structures. Grading is anticipated to be minor and include cuts and fills on the order of 1 to 2 feet.

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1.2 SCOPE OF SERVICES
Our scope of services was presented in our agreement dated June 14, 2022, and includes geologic research and consolidation of data, site reconnaissance, identification of potential geologic, seismic and geotechnical impacts, drafting and report preparation.

1.3 NEARBY EXPLORATIONS
We previously completed borings within the retail shopping center near the project site for a new retail store. Field exploration at that time consisted of six borings drilled on March 7 and 8, 2019 with hollow-stem auger drilling equipment. The borings were drilled to depths ranging from 4½ to 30 feet and backfilled with cement grout in accordance with local agency requirements; exploration permits were obtained as required by local jurisdictions.

The approximate locations of our previous exploratory borings within the retail shopping center are shown on the Site Plan, Figure 2. Details regarding our field program are included in Appendix A.

1.4 LABORATORY TESTING PROGRAM
In addition to visual classification of samples from our nearby borings, laboratory testing was also completed on samples at that time to obtain data for characterization of the subsurface conditions. Our previous laboratory testing included moisture contents, dry densities, and Plasticity Index tests. Details regarding our previous laboratory program are included in Appendix B.

SECTION 2: REGIONAL SETTING

2.1 GEOLOGICAL SETTING

2.1.1 Regional Geologic Setting
The site is located in the western Diablo Range of the Coast Ranges structural and geomorphic province of California. This represents one mountain range in a series of northwesterly-aligned mountains forming the Coast Ranges geomorphic province of California that stretches from the Oregon border nearly to Point Conception. In the San Francisco Bay area, most of the Coast Ranges have developed on a basement of tectonically mixed Cretaceous- and Jurassic-age (70- to 200-million years old) rocks of the Franciscan Complex. Locally younger sedimentary and volcanic rocks cap these basement rocks. Still younger surficial deposits that reflect geologic conditions for the last million years or so cover most of the Coast Ranges.

Rocks of two main basement complexes juxtaposed by major regional faults are exposed in the East Bay hills and Diablo Range. These are the Franciscan Assemblage and the Coast Range Ophiolite. The basement complexes are unconformably overlain by Mesozoic and Cenozoic sedimentary and volcanic rocks. These two Mesozoic basement complexes are the Franciscan Complex and the Great Valley Complex (Graymer, 2000). The ophiolite rocks are the remnants of arc-related oceanic crust. The Great Valley Sequence is composed of turbidites (sandstone, conglomerate and shale) of Jurassic and Cretaceous age that were deposited on top of the

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crustal rocks. A sequence of unnamed Cretaceous rocks (Ks) that consists of sandstone with siltstone and shale is also exposed in steep portions of the East Bay Hills both north and south of Niles Canyon (Graymer et al., 1996). Tertiary rocks in the map area include Paleocene to Miocene marine sedimentary rocks that unconformably overlie the Mesozoic basement rocks (Graymer and others, 1996). Locally, overlying these geologic formations within low lying areas and the valley bottom (within the Amador and Livermore valleys) are Quaternary Alluvium (Qa).

A partial reproduction of the published map emphasizing the bedrock geology of the county by Graymer et al. (1994) is included as Figure 4.

2.2 REGIONAL SEISMICITY
The San Francisco Bay area region is one of the most seismically active areas in the Country.

While seismologists cannot predict earthquake events, the U.S. Geological Survey’s Working Group on California Earthquake Probabilities 2015 revises earlier estimates from their 2008 (2008, UCERF2) publication. Compared to the previous assessment issued in 2008, the estimated rate of earthquakes around magnitude 6.7 (the size of the destructive 1994 Northridge earthquake) has gone down by about 30 percent. The expected frequency of such events statewide has dropped from an average of one per 4.8 years to about one per 6.3 years.

However, in the new study, the estimate for the likelihood that California will experience a magnitude 8 or larger earthquake in the next 30 years has increased from about 4.7 percent for UCERF2 to about 7.0 percent for UCERF3.

UCERF3 estimates that each region of California will experience a magnitude 6.7 or larger earthquake in the next 30 years. Additionally, there is a 63 percent chance of at least one magnitude 6.7 or greater earthquake occurring in the Bay Area region between 2007 and 2036.

Faults considered capable of generating significant earthquakes are generally associated with the well-defined areas of crustal movement, which trend northwesterly. Table 1 presents the State-considered active faults within a 25-kilometer (about 15 mile) radius of the project. The Pleasanton Fault is mapped as close as about 270 feet east of the project site; however, studies have shown no significant evidence of alluvial displacement, and therefore, the Pleasanton Fault is not considered active.

Local faults are indicated on the Regional Fault Map, Figure 3, illustrating the distances of the site to significant fault zones.

Table 1: Approximate Fault Distances within 25-Kilometers Fault Name
Distance
(miles)
Distance
(kilometers)
Calaveras 1.2 2.0
Hayward (Total Length) 9.3 14.9
Concord-Green Valley 9.9 16.0
Greenville 9.9 16.0

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SECTION 3: SITE CONDITIONS

3.1 SURFACE DESCRIPTION
The project site is part of a larger parcel currently developed as a retail shopping center. The southern most 3.36 acres will be subdivided as detached single-family (2.86 acres) and retail (0.5 acres) development. The new development will be bound by the existing retail shopping area to the north, shopping area parking and Alcosta Boulevard to the east, and Market Place to the south and west.

The buildings to be demolished are constructed of a brick façade with no significant signs of distress. The small commercial structure to remain is of similar construction with no significant distress noted. Flatwork around the structures has minor amounts of distress. Pavements at the site are in generally fair condition with a relatively significant amount of alligator and linear cracking throughout, with some patching. Pavements also appear to have received a surface treatment withing the last several years. Mature trees and shrubs are scattered around the site in planting areas.

3.2 SUBSURFACE CONDITIONS
As noted from our previous borings on the north side of the shopping center, below the surface pavements, our previous Borings EB-1, EB-3, EB-4, EB-5, and EB-6 encountered undocumented fills consisting of stiff to hard fat clay with varying amounts of sand and gravel to depths of approximately 2 to 3¼ feet. Beneath the undocumented fill, Boring EB-1 encountered loose poorly graded sand with gravel to the terminal boring depth of 4½ feet. The poorly graded sand encountered was likely used as shading and cover over a utility. The boring was immediately terminated to avoid potential damage to the utility. Beneath the undocumented fill and surface pavements, our previous Borings EB-2, EB-3, EB-4, EB-5 and EB-6 generally encountered stiff to hard fat clay with varying amounts of sand and gravel to depths of approximately 4 to 5½ feet underlain by medium stiff to very stiff lean clays with varying amounts of sand and gravel to depths of approximately 5 to 23½ feet, and to the terminal depth of our Borings EB-4 and EB-6. Beneath the lean clays, Borings EB-2, EB-3, and EB-5 generally encountered very stiff fat clay with varying amounts of sand to depths of 25 to 27 feet, or to the terminal depth of Borings EB-2 and EB-3. Beneath the fat clay, Boring EB-5 encountered hard sandy lean clay to the maximum depth explored of 30 feet.

In Borings EB-3, EB-4, and EB-5 the undocumented fill encountered may have been previously lime-treated.

3.2.1 Plasticity/Expansion Potential
We previously performed two Plasticity Index (PI) tests on representative samples of the near surface soils. Test results were used to evaluate the expansion potential of surficial soils. The results of the PI tests indicated PIs of 13 and 44, indicating low to very high expansion potential to wetting and drying cycles. The low expansion fill material was likely used as non-expansive fill beneath slabs-on-grade as mitigation of the high expansion material on the site. The very highly expansive soil tested is likely indicative of the native surficial clays in the area, based on our experience.

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3.2.2 In-Situ Moisture Contents
Laboratory testing indicated that the in-situ moisture contents within the upper 10 feet range from about 5 to 15 percent over the estimated laboratory optimum moisture at the time of our previous investigation.

3.2 GROUNDWATER
Groundwater was previously encountered in our borings (EB-2, EB-3, EB-4, and EB-5) at depths ranging from approximately 9 to 14½ feet below current grades. All measurements were taken at the time of drilling and may not represent the stabilized levels that can vary from the initial levels encountered.

Historic high groundwater maps have not been prepared by the California Geologic Survey (CGS, 2001) for this area. Using measurements from nearby monitoring wells available on GeoTracker, along with our previous groundwater observations in our borings, we assumed a preliminary design groundwater depth of 6 feet below the existing ground surface for our analysis, which represents a likely high groundwater level expected over the life of the project.

We also recommend this depth be used for project planning. Fluctuations in groundwater levels occur due to many factors including seasonal fluctuation, underground drainage patterns, regional fluctuations, and other factors.

3.3 AERIAL PHOTO REVIEW
The USGS has mapped the South San Ramon Creek as previously running through the entire shopping center site, generally in a northwest to southeast direction. We also reviewed a predevelopment aerial photo from 1939 on Google Earth that appears to show a previous alignment of the creek, which no longer crosses the site. By 1979, the creek had been realigned to the west at a location more closely shown on the USGS map. Open Maps also shows a similar alignment to the USGS alignment. We do not see an easement for this alignment on the APN map; however, the civil engineer should confirm that the former creek alignment was moved/redirected upstream, and that the creek is not contained in RCP or other conveyance crossing the site.

The site appears undeveloped on the 1987 aerial photos we reviewed, and the site appears developed with the current retail shopping center by 1993.

SECTION 4: GEOLOGIC HAZARDS
This section presents our review and comments concerning potential geologic hazards affecting the proposed project.

4.1 FAULT RUPTURE
As discussed above several significant faults are located within 25 kilometers of the site. The site is not located within a State-designated Alquist Priolo Earthquake Fault Zone. In addition, the Pleasanton Fault, located about 270 feet east of the site, is not considered an active fault.

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As shown in Figure 3, no known surface expression of fault traces is thought to cross the site; therefore, fault rupture hazard is not a significant geologic hazard at the site.

4.2 STRONG GROUND SHAKING
Moderate to severe (design-level) earthquakes can cause strong ground shaking, which is the case for most sites within the Bay Area. While a seismic hazard analysis was not prepared for this initial study, strong ground shaking should be expected at the site during the life of the planned improvements.

All structural improvements will be designed in accordance with the seismic design provisions in the California Building Code. Therefore, implementation of the proposed project is expected to have a less than significant impact due to strong ground shaking.

4.3 LIQUEFACTION POTENTIAL
The site is not currently mapped by the State of California but is within a zone mapped as having moderate to very high liquefaction potential by the Association of Bay Area Governments (ABAG, 2001). We screened our previous borings at the site for liquefaction potential during our site exploration by retrieving samples from the site, performing visual classifications on samples materials, and performing various tests to further classify soil properties.

During strong seismic shaking, cyclically induced stresses can cause increased pore pressures within the soil matrix that can result in liquefaction triggering, soil softening due to shear stress loss, potentially significant ground deformation due to settlement within sandy liquefiable layers as pore pressures dissipate, and/or flow failures in sloping ground or where open faces are present (lateral spreading) (NCEER 1998). Limited field and laboratory data is available regarding ground deformation due to settlement; however, in clean sand layers settlement on the order of 2 to 4 percent of the liquefied layer thickness can occur. Soils most susceptible to liquefaction are loose, non-cohesive soils that are saturated and are bedded with poor drainage, such as sand and silt layers bedded with a cohesive cap.

As discussed in the “Subsurface” section above, we primarily encountered medium stiff to hard cohesive soils. In addition, our borings did not encounter any granular soils below the design groundwater depth of 6 feet. Based on the above, our initial screening of the site for liquefaction indicates a low potential for liquefaction for the proposed project.

Based on mapped soil conditions, and the presence of high groundwater, in our opinion, the potential for the presence of liquefiable sediments being present is still possible across the site, and in agreement with mapping by ABAG. We recommend the potential for liquefaction be further evaluated as part of the design-level geotechnical investigation for the planned site improvements.

4.4 LATERAL SPREADING
Lateral spreading is horizontal/lateral ground movement of relatively flat-lying soil deposits towards a free face such as an excavation, channel, or open body of water; typically, lateral spreading is associated with liquefaction of one or more subsurface layers near the bottom of

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the exposed slope. As failure tends to propagate as block failures, it is difficult to analyze and estimate where the first tension crack will form.

There are no open faces within a distance considered susceptible to lateral spreading and the potential for liquefaction is considered low; therefore, in our opinion, the potential for lateral spreading to affect the site is low.

4.5 GROUND DEFORMATION AND SURFICIAL CRACKING POTENTIAL The methods used to estimate liquefaction settlements assume that there is a sufficient cap of non-liquefiable material to prevent ground rupture or sand boils. For ground deformation to occur, the pore water pressure within liquefiable soil layers will need to be great enough to break through the overlying non-liquefiable layer, which could cause ground rupture. Although our initial screening of the site for liquefaction indicates a low potential, the site is mapped in an area of moderate to very high potential for liquefaction; therefore, the potential for ground rupture is considered low, but should be further evaluated as part of the design-level geotechnical investigation for the planned site improvements.

4.6 SEISMIC SETTLEMENT/UNSATURATED SAND SHAKING
Loose unsaturated sandy soils can settle during strong seismic shaking. As the soils encountered at the site were predominantly medium stiff to hard clays, in our opinion, the potential for significant differential seismic settlement affecting the proposed improvements is low.

4.7 LANDSLIDING
The site is located in an area with only gently sloping ground surfaces and is more than 800 feet from any significant slopes. In our opinion, the gently sloping ground surfaces preclude the potential for landsliding.

4.8 EXPANSIVE SOILS
Expansive soils can undergo significant volume change with changes in moisture content.

Expansive soils shrink and harden when dried, and expand and soften when wetted.

The plasticity of the native surficial soils are noted as being very high in the previous investigation at the site. Therefore, the potential for expansive soils impacting the development is high, and mitigation will be required as part of future development.

4.9 EXISTING FILLS
The site is currently developed with a retail shopping center. Fill materials resulting from previous development at the site will be present as shown on the previous explorations at the site, and should be further evaluated as part of the design-level geotechnical investigation for the planned site improvements. These fill materials include underlying the existing structures and flatwork, as well as landscaped planting areas that are likely constructed with loosely compacted fill. In addition, at least two different alignments of South San Ramon Creek are

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shown on aerial photos and maps of the site, and fills of varying depths will likely be present associated with the backfill of those previous creek alignments. Likely mitigation of these fills would be removal and/or replacement with engineered fill. Provided the fill materials meet the requirements for engineered fill, they could be used on site. Otherwise, they could be stockpiled on site for future use in landscaping or non-structural fill areas.

4.10 FLOODING
Based on our internet search of the Federal Emergency Management Agency (FEMA) flood map public database, the site is located within Zone X, describes as areas determined to be outside the 0.2% annual chance floodplain. We recommend the project civil engineer be retained to confirm this information and verify the base flood elevation, if appropriate.

SECTION 5: PRELIMINARY CONCLUSIONS
From a geotechnical viewpoint, the project should be feasible provided the potential hazards and impacts are mitigated during design and construction. Our discussion of preliminary impacts and mitigation follows.

5.1 SUMMARY
Descriptions of each concern with brief outlines of our recommendations follow the listed concerns.
 Strong ground shaking
 Shallow groundwater
 Presence of very highly expansive soils
 Presence of undocumented fill

5.1.1 Strong Ground Shaking
Strong ground shaking is expected at this site, as with most sites in the Bay Area, during a major earthquake in the area.

To mitigate the effects of strong ground shaking, all planned structures should be designed in accordance with the recommendations in a final design-level geotechnical report, and the most recent California Building Code.

5.1.2 Shallow Groundwater
Shallow groundwater was measured at depths ranging from approximately 9 to 14½ feet below the existing ground surface in our previous borings at the site. We recommend using a design groundwater of 6 feet below existing site grades for design over the life of the project. Seasonal groundwater levels are expected to be lower, typically, but deeper excavations could potentially encounter groundwater. Our experience with similar sites in the vicinity indicates that shallow groundwater could significantly impact grading and underground construction, if not planned for.

These impacts typically consist of potentially wet and unstable pavement subgrade, difficulty achieving compaction, and difficult underground utility installation. Dewatering and shoring of

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THE RESIDENCES AT MARKETPLACE
987-2-6

deeper utility trenches may be required at the site. Detailed recommendations will be provided as part of a final design-level geotechnical report.

5.1.3 Very Highly Expansive Soils
Very highly expansive surficial soils are present at the site. Expansive soils can undergo significant volume change with changes in moisture content. They shrink and harden when dried and expand and soften when wetted. To reduce the potential for damage to the planned structures, slabs-on-grade should have sufficient reinforcement and be supported on a layer of non-expansive fill; footings should extend below the zone of seasonal moisture fluctuation. In addition, it is important to limit moisture changes in the surficial soils by using positive drainage away from buildings as well as limiting landscaping watering.

The very highly expansive soils at the site present a significant potential hazard to exterior improvements as well, and should be mitigated as part of the final design and construction.

Mitigation will likely consist of non-expansive fill underlying the proposed exterior flatwork at the site to separate and cap the expansive soils to limit differential movement during the life of the project. Detailed recommendations for mitigation for structures and exterior improvements will be provided as part of a final design-level geotechnical report.

5.1.4 Undocumented Fill
As discussed, our previous Borings EB-1, EB-3, EB-4, EB-5, and EB-6 performed on the north side of the retail shopping center encountered undocumented fill to depths of 2 to 3¼ feet below the existing ground surface. It is likely that this will remain consistent under the buildings to be demolished as part of the planned development. As discussed, we also expected undocumented fill associated with the onsite planting areas, as well as the former South San Ramon Creek alignments on site. Undocumented fills are expected to be variable in thickness, density, and consistency across the site.

Construction of proposed improvements on undocumented fill may pose a risk to the structure and surface improvements such as buildings, sidewalks, and at-grade pavement areas because the fill may settle under imposed loads. We recommend any fill be completely removed from within all new footing and building areas and replaced with engineered fill. Fill removal should extend a lateral distance of at least 5 feet beyond the building footprint or to a lateral distance equal to fill depth below the perimeter footing, whichever is greater. Areas where fill thickness is relatively shallow (one foot or less), the fill can be reworked in-place. Detailed recommendations will be provided as part of a final design-level geotechnical report pending the results of our design-level geotechnical investigation.

5.2 FEASIBLE FOUNDATION ALTERNATIVES
Provided the potential geologic hazards and geotechnical concerns discussed above can be properly mitigated, on a preliminary basis, the proposed residential structures can likely be supported on continuous and/or isolated spread foundations for an at-grade structure, or potentially a conventional or post-tension mat foundation designed to resist differential movement from expansive soils.

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The foundation options may vary somewhat depending on actual site conditions and the final site grades. The feasibility of these foundations should be evaluated during the design-level investigation.

5.3 Final Design-Level Geotechnical Report
The preliminary feasibility information in this report is based upon review of available published information, our previous site experience, and our site reconnaissance. No additional exploration was completed for this feasibility study; therefore, we recommend that a final geotechnical investigation including exploration, laboratory testing, and analysis be completed once final development details are available.

SECTION 6: CLOSURE AND LIMITATIONS
We hope this report provides the information needed at this time. This report, an instrument of professional service, has been prepared for the sole use of TRC Retail and their representatives specifically to support their review of the The Residences at Marketplace project in San Ramon, California. The opinions and conclusions presented in this report have been formulated in accordance with accepted geotechnical engineering and engineering geology practices that exist in Northern California at the time this report was prepared. No warranty, expressed or implied, is made or should be inferred.

Recommendations in this report are based upon literature review and professional experience.

No subsurface exploration of the project area was performed for this study. If variations or unsuitable conditions are encountered during construction, Cornerstone should be contacted to provide supplemental recommendations, as needed.

TRC Retail may have provided Cornerstone with plans, reports and other documents prepared by others. TRC Retail understands that Cornerstone reviewed and relied on the information presented in these documents and cannot be responsible for their accuracy.

Cornerstone prepared this report with the understanding that it is the responsibility of the owner or his representatives to see that the recommendations contained in this report are presented to other members of the design team and incorporated into the project plans and specifications, and that appropriate actions are taken to implement the geotechnical recommendations during construction.

Conclusions and recommendations presented in this report are valid as of the present time for the development as currently planned. Changes in the condition of the property or adjacent properties may occur with the passage of time, whether by natural processes or the acts of other persons. In addition, changes in applicable or appropriate standards may occur through legislation or the broadening of knowledge. Therefore, the conclusions and recommendations presented in this report may be invalidated, wholly or in part, by changes beyond Cornerstone’s control. This report should be reviewed by Cornerstone after a period of three (3) years has elapsed from the date of this report. In addition, if the current project design is changed, then Cornerstone must review the proposed changes and provide supplemental recommendations, as needed.

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An electronic transmission of this report may also have been issued. While Cornerstone has taken precautions to produce a complete and secure electronic transmission, please check the electronic transmission against the hard copy version for conformity.

Recommendations provided in this report are based on the assumption that Cornerstone will be retained to provide design, as well as observation and testing services during construction, to confirm that conditions are similar to that assumed at this preliminary stage of the project, and to form an opinion as to whether the work has been performed in accordance with the project plans and specifications. If we are not retained for these services, Cornerstone cannot assume any responsibility for any potential claims that may arise during design or during or after construction as a result of misuse or misinterpretation of Cornerstone’s report by others.

Furthermore, Cornerstone will cease to be the Geotechnical-Engineer-of-Record if we are not retained for these services.

SECTION 7: REFERENCES
Aagaard, B.T., Blair, J.L., Boatwright, J., Garcia, S.H., Harris, R.A., Michael, A.J., Schwartz, D.P., and DiLeo, J.S., 2016, Earthquake outlook for the San Francisco Bay region 2014–2043 (ver. 1.1, August 2016): U.S. Geological Survey Fact Sheet 2016–3020, 6 p., http://dx.doi.org/10.3133/fs20163020.

American Society of Civil Engineers (ASCE), 2010, ASCE 7 Hazard Tool:
http://asce7hazardtool.online.

Association of Bay Area Governments (ABAG), 2011, Interactive Liquefaction Hazard Map:
http://quake.abag.ca.gov/liquefaction/
Boulanger, R.W. and Idriss, I.M., 2004, Evaluating the Potential for Liquefaction or Cyclic Failure of Silts and Clays, Department of Civil & Environmental Engineering, College of Engineering, University of California at Davis.

California Building Code, 2019, Structural Engineering Design Provisions, Vol. 2.

California Department of Conservation Division of Mines and Geology, 1998, Maps of Known Active Fault Near-Source Zones in California and Adjacent Portions of Nevada, International Conference of Building Officials, February, 1998.

California Division of Mines and Geology (2008), “Guidelines for Evaluating and Mitigating Seismic Hazards in California, Special Publication 117A, September.

Federal Emergency Management Administration (FEMA), 2009, FIRM City of San Ramon, California, Community Panel #0607100464F.

Graymer, R.W., Jones, D.L., and Brabb, E.E., Preliminary Geologic Map Emphasizing Bedrock Formations in Corntra Costa County, California, U.S. Geological Survey, Open-File Report 94- 622, Scale 1:75,000

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THE RESIDENCES AT MARKETPLACE
987-2-6

Portland Cement Association, 1984, Thickness Design for Concrete Highway and Street Pavements: report.

Ritter, J.R., and Dupre, W.R., 1972, Map Showing Areas of Potential Inundation by Tsunamis in the San Francisco Bay Region, California: San Francisco Bay Region Environment and Resources Planning Study, USGS Basic Data Contribution 52, Misc. Field Studies Map MF-480.

Southern California Earthquake Center (SCEC), 1999, Recommended Procedures for Implementation of DMG Special Publication 117, Guidelines for Analyzing and Mitigating Liquefaction Hazards in California, March.

State of California Department of Transportation, 2015, Highway Design Manual, Fifth Edition, December 31, 2015.

Townley, S.D. and M.W. Allen, 1939, Descriptive Catalog of Earthquakes of the Pacific Coast of the United States, 1769 to 1928: Bulletin of the Seismological Society of America, Vol. 29, No. 1, pp. 1247-1255.

Working Group on California Earthquake Probabilities, 2008, Uniform Earthquake Rupture Forecast, Version 2 (UCRF 2), U.S. Geological Survey Open File Report 2007-1437 (CGS Special Report 203; SCEC Contribution #1138).

Historical Aerial Images Reviewed
Date Type
1946 vertical black & white
1949 vertical black & white
1958 vertical black & white
1959 vertical black & white
1966 vertical black & white
1968 vertical black & white
1979 vertical black & white
1982 vertical color
1987 vertical color
1993 vertical color
2018 vertical color

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Packet Pg. 292 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC N
Project Number
Figure Number
Date Drawn By
987-2-6
Figure 1
RRN
Vicinity Map
The Residences at Marketplace
San Ramon, CA
June 2022
SITE
Market Pl

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Packet Pg. 293 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

Alcosta Boulevard
Market Place
Market Place
Approximate
Site Boundary
Base by Google Earth, dated 08/10/2020
Project Number
Figure Number
Date Drawn By
987-2-6
Figure 2
RRN
Site Plan
The Residences at Marketplace
San Ramon, CA
June 2022
0 100 200

APPROXIMATE SCALE (FEET)
N
Approximate location of exploratory boring (EB)
(Cornerstone, March 2019)
Legend
Approximate location of
1979 South San Ramon Creek
Approximate location of
1939 South San Ramon Creek
EB-6
EB-3
EB-4
EB-2
EB-1
EB-5
EB-6
EB-3
EB-4
EB-2
EB-1
EB-5

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Packet Pg. 294 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Base by California Geological Survey - 2010 Fault Activity Map of California (Jennings and Bryant, 2010) Project Number
Figure Number
Date Drawn By
Figure 3
RRN
Regional Fault Map 987-2-6
The Residences at Marketplace
San Ramon, CA
June 2022
0 5 10

APPROXIMATE SCALE (MILES)
N
Displacement during historic time (e.g. San Andreas fault 1906).

Includes areas of known fault creep.

Displacement during Holocene
time.

Fault offsets seafloor sediments
or strata of Holocene age.

Faults showing evidence of
displacement during late
Quaternary time.

Fault cuts strata of Late
Pleistocene age.

Undivided Quaternary faults -
most faults in this category show
evidence of displacement during
the last 1,600,000 years;
possible exceptions are faults
which displace rocks of
undifferentiated Pilo-Pleistocene
age.

Fault cuts strata of Quaternary
age.

Faults without recognized
Quaternary displacement or
showing evidence of no
displacement during Quaternary
time. Not necessarily inactive.

Fault cuts strata of Pliocene or
older age.

SITE

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Packet Pg. 295 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Base: USGS, Preliminary Geologic Map Emphasizing Bedrock Formations in Costa Costa County, California, by Graymer, Jones, and Brabb, 1994 Project Number
Figure Number
Date Drawn By
Figure 4
RRN
Regional Bedrock Geologic Map 987-2-6
The Residences at Marketplace
San Ramon, CA
June 2022
0 4000

APPROXIMATE SCALE (FEET)
2000
N
Contact - dashed where approximate,
dotted where concealed
Geologic Units Explanation
Surficial deposits, undivided
(Pleistocene and Holocene)
Unnamed sedimentary and volcanic rocks
(Miocene and Pliocene)
Briones Formation (Miocene and Pliocene)
Green Valley/Tassajara Group
(Miocene and Pliocene)
Qu
Tus
Tbg
Tgvt
SITE

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THE RESIDENCES AT MARKETPLACE
987-2-6
Page A-1
APPENDIX A: PREVIOUS FIELD INVESTIGATION
The previous field investigation consisted of a surface reconnaissance and a subsurface exploration program using limited-access hollow-stem auger drilling equipment. Six 6½-inchdiameter exploratory borings were drilled on March 7 and 8, 2019 to depths of 4½ to 30 feet.

The approximate locations of exploratory borings are shown on the Site Plan, Figure 2. The soils encountered were continuously logged in the field by our representative and described in accordance with the Unified Soil Classification System (ASTM D2488). Boring logs, as well as a key to the classification of the soil, are included as part of this appendix.

Boring locations were approximated using existing site boundaries and other site features as references. The locations of the borings should be considered accurate only to the degree implied by the method used.

Representative soil samples were obtained from the borings at selected depths. All samples were returned to our laboratory for evaluation and appropriate testing. The standard penetration resistance blow counts were obtained by dropping a 140-pound hammer through a 30-inch free fall. The 2-inch O.D. split-spoon sampler was driven 18 inches and the number of blows was recorded for each 6 inches of penetration (ASTM D1586). 2.5-inch I.D. samples were obtained using a Modified California Sampler driven into the soil with the 140-pound hammer previously described. Unless otherwise indicated, the blows per foot recorded on the boring log represent the accumulated number of blows required to drive the last 12 inches. The various samplers are denoted at the appropriate depth on the boring logs.

Field tests included an evaluation of the unconfined compressive strength of the soil samples using a pocket penetrometer device. The results of these tests are presented on the individual boring logs at the appropriate sample depths.

Attached boring logs and related information depict subsurface conditions at the locations indicated and on the date designated on the logs. Subsurface conditions at other locations may differ from conditions occurring at these boring locations. The passage of time may result in altered subsurface conditions due to environmental changes. In addition, any stratification lines on the logs represent the approximate boundary between soil types and the transition may be gradual.

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Packet Pg. 297 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Poorly-Graded Gravelly Sand
>50% OF COARSE

FRACTION PASSES
ON NO 4. SIEVE

WELL-GRADED GRAVEL

POORLY-GRADED GRAVEL

SILTY GRAVEL

CLAYEY GRAVEL

WELL-GRADED SAND

POORLY-GRADED SAND

SILTY SAND

CLAYEY SAND

LEAN CLAY
SILT

ORGANIC CLAY OR SILT

FAT CLAY

ELASTIC SILT

ORGANIC CLAY OR SILT
*
NUMBER OF BLOWS OF 140 LB HAMMER FALLING 30 INCHES TO DRIVE A 2 INCH O.D. (1-3/8 INCH I.D.) SPLIT-BARREL SAMPLER THE LAST 12 INCHES OF AN 18-INCH DRIVE (ASTM-1586 STANDARD PENETRATION TEST).
*
Modified California (2.5" I.D.)
Well-Graded Gravel
with Clay
-
-
-
-
-
Boulders and Cobble
Artificial/Undocumented Fill
Asphalt
GW
GP
GM
GC
SW
SP
SM
SC
CL
ML
OL
CH
MH
OH
Well-Graded Gravel
with Silt -

CLEAN GRAVELS
<5% FINES

GRAVELS WITH FINES

PRIMARILY ORGANIC MATTER, DARK IN COLOR, AND ORGANIC ODOR >12% FINES
* UNDRAINED SHEAR STRENGTH IN KIPS/SQ. FT. AS DETERMINED BY LABORATORY

TESTING OR APPROXIMATED BY THE STANDARD PENETRATION TEST, POCKET PENETROMETER, TORVANE, OR VISUAL OBSERVATION.

Well Graded Gravelly Sand
ADDITIONAL TESTS Gravelly Silt
HIGHLY ORGANIC SOILS COARSE-GRAINED SOILS >50% RETAINED ON NO. 200 SIEVE FINE-GRAINED SOILS >50% PASSES NO. 200 SIEVE "A" LINE
PEAT

SILTS AND CLAYS
LIQUID LIMIT<50

SILTS AND CLAYS
Clayey Sand
LIQUID LIMIT>50
Silt
Sand

OTHER MATERIAL SYMBOLS
LIQUID LIMIT (%)
CH

CL OH & MH
-
-

CLEAN SANDS
<5% FINES

SANDS AND FINES
>12% FINES

INORGANIC
>50% OF COARSE

FRACTION RETAINED
ON NO 4. SIEVE

SOIL GROUP NAMES & LEGEND

SWELL TEST

CYCLIC TRIAXIAL

TORVANE SHEAR

UNCONFINED COMPRESSION

PLASTICITY CHART
CL-ML
SANDS
No Recovery

PLASTICITY INDEX
0 - 0.25

0.25 - 0.5

0.5-1.0

1.0 - 2.0

2.0 - 4.0
OVER 4.0
(RECORDED AS BLOWS / FOOT)

VERY SOFT
SOFT

MEDIUM STIFF
STIFF

VERY STIFF
HARD
0 - 2
2 - 4
4 - 8
8 - 15
15 - 30
OVER 30
0 - 4
4 - 10
10 - 30
30 - 50
OVER 50

SILT & CLAY

PENETRATION RESISTANCE

SAND & GRAVEL

VERY LOOSE
LOOSE

MEDIUM DENSE
DENSE

VERY DENSE
PT

WATER LEVEL
RELATIVE DENSITY BLOWS/FOOT* CONSISTENCY BLOWS/FOOT*
Topsoil
PLASTICITY INDEX (%)
Sandy Silt
Poorly-Graded Sand
with Clay
UNIFIED SOIL CLASSIFICATION (ASTM D-2487-10)
Figure Number
A-1

FINES CLASSIFY AS ML OR CL

FINES CLASSIFY AS CL OR CH
PI>7 AND PLOTS>"A" LINE
PI>4 AND PLOTS<"A" LINE
LL (oven dried)/LL (not dried)<0.75
PI PLOTS >"A" LINE
PI PLOTS <"A" LINE
LL (oven dried)/LL (not dried)<0.75
0 10
20 30
40 50
60 70
80 Cu>4 AND 1<Cc<3
Cu>4 AND 1>Cc>3

FINES CLASSIFY AS ML OR CL

FINES CLASSIFY AS CL OR CH
Cu>6 AND 1<Cc<3
Cu>6 AND 1>Cc>3

ORGANIC

INORGANIC

ORGANIC

GRAVELS
0 -
-
-
-
-
-
-
-
-

CHEMICAL ANALYSIS (CORROSIVITY)

CONSOLIDATED DRAINED TRIAXIAL

CONSOLIDATION

CONSOLIDATED UNDRAINED TRIAXIAL

DIRECT SHEAR

POCKET PENETROMETER (TSF)
(WITH SHEAR STRENGTH IN KSF)

R-VALUE
SIEVE ANALYSIS: % PASSING
#200 SIEVE

MATERIAL

TYPES CRITERIA FOR ASSIGNING SOIL GROUP NAMES GROUP
SYMBOL
CA
CD
CN
CU
DS
PP
(3.0)
RV
SA
Shelby Tube

LEGEND TO SOIL

DESCRIPTIONS

UU UNCONSOLIDATED

UNDRAINED TRIAXIAL
(WITH SHEAR STRENGTH

IN KSF)
SW
TC
TV
UC
(1.5)
PI

SAMPLER TYPES
SPT
STRENGTH** (KSF)
Rock Core Grab Sample
10 20 30 40 50 60 70 80 90 100 110 120

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Packet Pg. 298 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC MC-1B
MC-2C
102
95 7
7 5 inches Portland cement concrete over 7
inches crushed rock
Fat Clay with Sand (CH) [Fill]
medium stiff to stiff, moist, dark gray, fine to
coarse sand, trace subangular gravel, high
plasticity
Poorly Graded Sand with Gravel (SP)
loose, dry, grayish brown, fine to coarse
sand, fine subangular to subrounded gravel
Bottom of Boring at 4.5 feet.
26 3
NOTES

LOGGED BY BCG
DRILLING METHOD MPP Track Rig, 6½ inch Hollow-Stem Auger DRILLING CONTRACTOR Cuesta Geo
DATE STARTED 3/7/19 DATE COMPLETED 3/7/19 GROUND ELEVATION BORING DEPTH 4.5 ft.

LATITUDE 37.764019° LONGITUDE -121.951980°
AT TIME OF DRILLING Not Encountered
AT END OF DRILLING Not Encountered
GROUNDWATER LEVELS: SYMBOL

UNCONFINED COMPRESSION
ELEVATION (ft)
PROJECT NAME Marketplace of San Ramon
PROJECT NUMBER 987-2-1
PROJECT LOCATION San Ramon, CA
BORING NUMBER EB-1
PAGE 1 OF 1
This log is a part of a report by Cornerstone Earth Group, and should not be used as a stand-alone document. This description applies only to the location of the exploration at the time of drilling. Subsurface conditions may differ at other locations and may change at this location with time. The description presented is a simplification of actual conditions encountered. Transitions between soil types may be gradual.

UNDRAINED SHEAR STRENGTH,
ksf SAMPLES TYPE AND NUMBER DEPTH (ft)
0 5
10 15
20 25
30 DRY UNIT WEIGHT PCF

TORVANE

1.0 2.0 3.0 4.0

HAND PENETROMETER
N-Value (uncorrected)
blows per foot
DESCRIPTION NATURAL MOISTURE CONTENT PERCENT PASSING No. 200 SIEVE PLASTICITY INDEX, % CORNERSTONE EARTH GROUP2 - CORNERSTONE 0812.GDT - 4/1/19 09:38 - P:\DRAFTING\GINT FILES\987-2-1 MARKETPLACE SAN RAMON.GPJ

UNCONSOLIDATED-UNDRAINED

TRIAXIAL

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Packet Pg. 299 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC MC-1B
MC-2C
MC-3B
MC-4B
MC-5B
MC
MC-7B
103
99 106
104
100
109
12 7
17 12
14 14
15 5 inches Portland cement concrete over 5
inches aggregate base/sand
Fat Clay with Sand (CH)
very stiff to stiff, moist, dark gray and brown
mottled, fine sand, high plasticity
Liquid Limit = 58, Plastic Limit = 14
Lean Clay with Sand and Gravel (CL)
very stiff, moist, brown with gray mottles, fine
to coarse sand, fine subangular gravel,
moderate plasticity
Sandy Lean Clay (CL)
stiff, moist, grayish brown, fine to medium
sand, low plasticity
Fat Clay (CH)
very stiff, moist, grayish brown with dark gray
mottles, trace fine sand, moderate to high
plasticity
Fat Clay with Sand (CH)
very stiff, moist, dark gray with brown mottles,
fine to medium sand, moderate to high
plasticity
Bottom of Boring at 25.0 feet.
21 25
21 19
24 20
44 NOTES

LOGGED BY BCG
DRILLING METHOD MPP Track Rig, 6½ inch Hollow-Stem Auger DRILLING CONTRACTOR Cuesta Geo
DATE STARTED 3/7/19 DATE COMPLETED 3/7/19 GROUND ELEVATION BORING DEPTH 25 ft.

LATITUDE 37.764078° LONGITUDE -121.952033°
AT TIME OF DRILLING 14 ft.

AT END OF DRILLING 9 ft.

GROUNDWATER LEVELS: SYMBOL

UNCONFINED COMPRESSION
ELEVATION (ft)
PROJECT NAME Marketplace of San Ramon
PROJECT NUMBER 987-2-1
PROJECT LOCATION San Ramon, CA
BORING NUMBER EB-2
PAGE 1 OF 1
This log is a part of a report by Cornerstone Earth Group, and should not be used as a stand-alone document. This description applies only to the location of the exploration at the time of drilling. Subsurface conditions may differ at other locations and may change at this location with time. The description presented is a simplification of actual conditions encountered. Transitions between soil types may be gradual.

UNDRAINED SHEAR STRENGTH,
ksf SAMPLES TYPE AND NUMBER DEPTH (ft)
0 5
10 15
20 25
30 DRY UNIT WEIGHT PCF

TORVANE

1.0 2.0 3.0 4.0

HAND PENETROMETER
N-Value (uncorrected)
blows per foot
DESCRIPTION NATURAL MOISTURE CONTENT PERCENT PASSING No. 200 SIEVE PLASTICITY INDEX, % CORNERSTONE EARTH GROUP2 - CORNERSTONE 0812.GDT - 4/1/19 09:38 - P:\DRAFTING\GINT FILES\987-2-1 MARKETPLACE SAN RAMON.GPJ

UNCONSOLIDATED-UNDRAINED

TRIAXIAL

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Packet Pg. 300 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC MC-1B
MC-2B
MC-3B
MC-4B
MC-5B
MC
MC-7B
65 102
101
94 99
108
11 14
17 11
9 15
14 6 inches Portland cement concrete over 1
inch sand vapor barrier over 2 inches
crushed rock
Fat Clay with Sand (CH) [Fill]
stiff, moist, dark brown, fine to coarse sand,
some fine to coarse subangular gravel, high
plasticity
Fat Clay with Sand (CH)
very stiff, moist, dark gray, some fine to
medium sand, high plasticity
Lean Clay with Sand (CL)
very stiff, moist, brown, fine to medium sand,
moderate plasticity
trace fine to coarse subrounded gravel,
moderate to high plasticity
clayey sand lense
Lean Clay (CL)
very stiff, moist, grayish brown, some fine to
medium sand, moderate plasticity
Fat Clay (CH)
very stiff, moist, dark gray with gray mottles,
some fine to medium sand, high plasticity
Bottom of Boring at 25.0 feet.
20 22
21 31
25 21
NOTES

LOGGED BY JLC
DRILLING METHOD MPP Track Rig, 6½ inch Hollow-Stem Auger DRILLING CONTRACTOR Cuesta Geo
DATE STARTED 3/8/19 DATE COMPLETED 3/8/19 GROUND ELEVATION BORING DEPTH 25 ft.

LATITUDE 37.764205° LONGITUDE -121.952118°
AT TIME OF DRILLING 14.5 ft.

AT END OF DRILLING 14.5 ft.

GROUNDWATER LEVELS: SYMBOL

UNCONFINED COMPRESSION
ELEVATION (ft)
PROJECT NAME Marketplace of San Ramon
PROJECT NUMBER 987-2-1
PROJECT LOCATION San Ramon, CA
BORING NUMBER EB-3
PAGE 1 OF 1
This log is a part of a report by Cornerstone Earth Group, and should not be used as a stand-alone document. This description applies only to the location of the exploration at the time of drilling. Subsurface conditions may differ at other locations and may change at this location with time. The description presented is a simplification of actual conditions encountered. Transitions between soil types may be gradual.

UNDRAINED SHEAR STRENGTH,
ksf SAMPLES TYPE AND NUMBER DEPTH (ft)
0 5
10 15
20 25
30 DRY UNIT WEIGHT PCF

TORVANE

1.0 2.0 3.0 4.0

HAND PENETROMETER
N-Value (uncorrected)
blows per foot
DESCRIPTION NATURAL MOISTURE CONTENT PERCENT PASSING No. 200 SIEVE PLASTICITY INDEX, % CORNERSTONE EARTH GROUP2 - CORNERSTONE 0812.GDT - 4/1/19 09:38 - P:\DRAFTING\GINT FILES\987-2-1 MARKETPLACE SAN RAMON.GPJ

UNCONSOLIDATED-UNDRAINED

TRIAXIAL

10.1.e
Packet Pg. 301 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC MC-1B
MC-2C
MC-3B
MC-4C
MC
MC-6B
86 96
92 95
92 7
14 17
11 8
15 hardwood floor piece over 6 inches Portland
cement concrete over 1 inch sand vapor
barrier over 3 inches crushed rock
Fat Clay with Sand (CH) [Fill]
stiff, moist, dark grayish brown, fine to coarse
sand, high plasticitiy
Fat Clay (CH)
very stiff, moist, dark grayish brown, some
fine to medium sand, high plasticity
Lean Clay with Sand (CL)
very stiff, moist, grayish brown, fine to
medium sand, moderate plasticity
Lean Clay with Sand (CL)
medium stiff to stiff, moist, brown, fine to
medium sand, low to moderate plasticity
Lean Clay with Sand (CL)
very stiff, moist, grayish brown, fine to
medium sand, moderate plasticity
Bottom of Boring at 20.0 feet.
32 22
27 24
30 NOTES

LOGGED BY BCG
DRILLING METHOD MPP Track Rig, 6½ inch Hollow-Stem Auger DRILLING CONTRACTOR Cuesta Geo
DATE STARTED 3/7/19 DATE COMPLETED 3/7/19 GROUND ELEVATION BORING DEPTH 20 ft.

LATITUDE 37.764211° LONGITUDE -121.951927°
AT TIME OF DRILLING 13 ft.

AT END OF DRILLING 14 ft.

GROUNDWATER LEVELS: SYMBOL

UNCONFINED COMPRESSION
ELEVATION (ft)
PROJECT NAME Marketplace of San Ramon
PROJECT NUMBER 987-2-1
PROJECT LOCATION San Ramon, CA
BORING NUMBER EB-4
PAGE 1 OF 1
This log is a part of a report by Cornerstone Earth Group, and should not be used as a stand-alone document. This description applies only to the location of the exploration at the time of drilling. Subsurface conditions may differ at other locations and may change at this location with time. The description presented is a simplification of actual conditions encountered. Transitions between soil types may be gradual.

UNDRAINED SHEAR STRENGTH,
ksf SAMPLES TYPE AND NUMBER DEPTH (ft)
0 5
10 15
20 25
30 DRY UNIT WEIGHT PCF

TORVANE

1.0 2.0 3.0 4.0

HAND PENETROMETER
N-Value (uncorrected)
blows per foot
DESCRIPTION NATURAL MOISTURE CONTENT PERCENT PASSING No. 200 SIEVE PLASTICITY INDEX, % CORNERSTONE EARTH GROUP2 - CORNERSTONE 0812.GDT - 4/1/19 09:38 - P:\DRAFTING\GINT FILES\987-2-1 MARKETPLACE SAN RAMON.GPJ

UNCONSOLIDATED-UNDRAINED

TRIAXIAL

10.1.e
Packet Pg. 302 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC MC-1B
MC-2B
MC-3B
MC-4B
MC
MC-6B
MC
MC-8B
91 99
98 95
92 111
12 17
12 9
8 14
17 22
6 inches Portland cement concrete over 1
inch sand vapor barrier over 3 inches
crushed rock
Silt with Sand (ML) [Fill]
hard, dry to moist, dark gray, fine to coarse
sand, low plasticity, possibly lime treated
Liquid Limit = 42, Plastic Limit = 29
Fat Clay (CH)
hard to very stiff, moist, dark gray, trace fine
sand, high plasticity
Lean Clay with Sand (CL)
very stiff, moist, grayish brown, fine to
medium sand, moderate plasticity
stiff, becomes brown
Sandy Lean Clay (CL)
stiff, moist, grayish brown, fine to medium
sand, low plasticity
Lean Clay with Sand (CL)
stiff, moist, grayish brown, fine to medium
sand, moderate plasticity
Fat Clay (CH)
very stiff, moist, dark gray and brown mottled,
some fine to medium sand high plasticity
Sandy Lean Clay (CL)
hard, moist, grayish brown, fine to medium
sand
Bottom of Boring at 30.0 feet.
22 21
19 28
30 18
13 NOTES

LOGGED BY JLC
DRILLING METHOD MPP Track Rig, 6½ inch Hollow-Stem Auger DRILLING CONTRACTOR Cuesta Geo
DATE STARTED 3/7/19 DATE COMPLETED 3/8/19 GROUND ELEVATION BORING DEPTH 30 ft.

LATITUDE 37.764225° LONGITUDE -121.951679°
AT TIME OF DRILLING 13.5 ft.

AT END OF DRILLING 9 ft.

GROUNDWATER LEVELS: SYMBOL

UNCONFINED COMPRESSION
ELEVATION (ft)
PROJECT NAME Marketplace of San Ramon
PROJECT NUMBER 987-2-1
PROJECT LOCATION San Ramon, CA
BORING NUMBER EB-5
PAGE 1 OF 1
This log is a part of a report by Cornerstone Earth Group, and should not be used as a stand-alone document. This description applies only to the location of the exploration at the time of drilling. Subsurface conditions may differ at other locations and may change at this location with time. The description presented is a simplification of actual conditions encountered. Transitions between soil types may be gradual.

UNDRAINED SHEAR STRENGTH,
ksf SAMPLES TYPE AND NUMBER DEPTH (ft)
0 5
10 15
20 25
30 DRY UNIT WEIGHT PCF

TORVANE

1.0 2.0 3.0 4.0

HAND PENETROMETER
N-Value (uncorrected)
blows per foot
DESCRIPTION NATURAL MOISTURE CONTENT PERCENT PASSING No. 200 SIEVE PLASTICITY INDEX, % CORNERSTONE EARTH GROUP2 - CORNERSTONE 0812.GDT - 4/1/19 09:38 - P:\DRAFTING\GINT FILES\987-2-1 MARKETPLACE SAN RAMON.GPJ >4.5

UNCONSOLIDATED-UNDRAINED

TRIAXIAL

10.1.e
Packet Pg. 303 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC GB GB-2 GBGB GB-5
3 inches asphalt concrete over 6 inches
aggregate base
Sandy Fat Clay (CH) [Fill]
stiff, moist, dark gray, fine to coarse sand,
some fine subangular gravel, moderate to
high plasticity
Fat Clay (CH)
very stiff, moist, dark gray, some fine to
medium sand
Lean Clay with Sand (CL)
very stiff, moist, brown, fine to medium sand,
moderate plasticity
Bottom of Boring at 5.0 feet.
25 22
NOTES

LOGGED BY JLC
DRILLING METHOD MPP Track Rig, 6½ inch Hollow-Stem Auger DRILLING CONTRACTOR Cuesta Geo
DATE STARTED 3/8/19 DATE COMPLETED 3/8/19 GROUND ELEVATION BORING DEPTH 5 ft.

LATITUDE 37.764370° LONGITUDE -121.951929°
AT TIME OF DRILLING Not Encountered
AT END OF DRILLING Not Encountered
GROUNDWATER LEVELS: SYMBOL

UNCONFINED COMPRESSION
ELEVATION (ft)
PROJECT NAME Marketplace of San Ramon
PROJECT NUMBER 987-2-1
PROJECT LOCATION San Ramon, CA
BORING NUMBER EB-6
PAGE 1 OF 1
This log is a part of a report by Cornerstone Earth Group, and should not be used as a stand-alone document. This description applies only to the location of the exploration at the time of drilling. Subsurface conditions may differ at other locations and may change at this location with time. The description presented is a simplification of actual conditions encountered. Transitions between soil types may be gradual.

UNDRAINED SHEAR STRENGTH,
ksf SAMPLES TYPE AND NUMBER DEPTH (ft)
0 5
10 15
20 25
30 DRY UNIT WEIGHT PCF

TORVANE

1.0 2.0 3.0 4.0

HAND PENETROMETER
N-Value (uncorrected)
blows per foot
DESCRIPTION NATURAL MOISTURE CONTENT PERCENT PASSING No. 200 SIEVE PLASTICITY INDEX, % CORNERSTONE EARTH GROUP2 - CORNERSTONE 0812.GDT - 4/1/19 09:38 - P:\DRAFTING\GINT FILES\987-2-1 MARKETPLACE SAN RAMON.GPJ

UNCONSOLIDATED-UNDRAINED

TRIAXIAL

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Packet Pg. 304 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

THE RESIDENCES AT MARKETPLACE
987-2-6
Page B-1
APPENDIX B: PREVOUS LABORATORY TEST PROGRAM
The previous laboratory testing program (2019) was performed to evaluate the physical and mechanical properties of the soils retrieved from the site to aid in verifying soil classification.

Moisture Content: The natural water content was determined (ASTM D2216) on 27 samples of the materials recovered from the borings. These water contents are recorded on the boring logs at the appropriate sample depths.

Dry Densities: In place dry density determinations (ASTM D2937) were performed on 25 samples to measure the unit weight of the subsurface soils. Results of these tests are shown on the boring logs at the appropriate sample depths.

Plasticity Index: Two Plasticity Index determinations (ASTM D4318) were performed on samples of the subsurface soils to measure the range of water contents over which this material exhibits plasticity. The Plasticity Index was used to classify the soil in accordance with the Unified Soil Classification System and to evaluate the soil expansion potential. Results of these tests are shown on the boring logs at the appropriate sample depths.

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Packet Pg. 305 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Marketplace at San Ramon
San Ramon, CA
Project Number
Figure Number
Date Drawn By
987-2-1
Figure B1
March 2019 FLL
Plasticity Index Testing Summary
60 0
10 20
30 40
50 0 100908070605040302010
CL ML - OL ML or
OH MH or
CH
CL
Plasticity Index (%)
Liquid Limit (%)
Group Name ( - D2487) USCS ASTM Boring No.

Symbol
Depth
(ft)
Natural
Water
Content
(%)
Liquid
Limit
(%)
Plastic
Limit
(%)
Plasticity
Index
Passing
No. 200
(%)
“A” line
Plasticity Index ( D4318) Testing Summary ASTM
EB-2 58 211.5 14 44 --- Fat Clay ( ) CH
EB-5 42 221.5 29 13 — Silt with Sand (ML) [Fill]

10.1.e
Packet Pg. 306 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Preliminary Stormwater
Management Plan
The Residence at Marketplace
APN: 213-701-002

SAN RAMON, CALIFORNIA
July 2022
Prepared For:

TRC Retail
4695 Macarthur Court, Suite 700
Newport Beach, CA 92660
Prepared By:
2633 CAMINO RAMON, SUITE 350 • SAN RAMON, CALIFORNIA 94583 • (925) 866-0322 • www.cbandg.com

RECEIVED
JUL 25 2022

CITY OF SAN RAMON

PLANNING SERVICES

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Packet Pg. 307 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

TABLE OF CONTENTS
I. PROJECT DATA...............................................................................................................1 II. SETTING ............................................................................................................................2 A. Project Location and Description.................................................................2 B. Existing Site Features and Conditions .........................................................2 C. Opportunities and Constraints for Stormwater Control ...............................2 III. LOW IMPACT DEVELOPMENT DESIGN STRATEGIES .......................................3 A. Optimization of Site Layout.........................................................................3 B. Use of Permeable Pavements .......................................................................3 C. Dispersal of Runoff to Pervious Areas ........................................................3 D. Bioretention or Other Integrated Management Practices.............................3 IV. DOCUMENTATION OF DRAINAGE DESIGN ...........................................................4 A. Descriptions of Each Drainage Management Area ......................................4

1. Drainage Management Area Descriptions .......................................4 B. Integrated Management Practice Descriptions ............................................4 C. Tabulation and Sizing Calculations .............................................................4 V. SOURCE CONTROL MEASURES ................................................................................5 A. Site Activities and Potential Sources of Pollutants ......................................5 B. Source Control Table ...................................................................................6 VI. STORMWATER FACILITY MAINTENANCE ...........................................................8 A. Ownership and Responsibility for Maintenance in Perpetuity ....................8 B. Summary of Maintenance Requirements for Each Stormwater Facility .....8 VII. CONSTRUCTION PLAN C.3 CHECKLIST .................................................................9 VIII. CERTIFICATIONS .........................................................................................................10 TABLES
Table 1. Project Data....................................................................................................................... 1 Table 2. Drainage Management Area ..............................................................................................3 Table 3. Source Control Measures .................................................................................................. 4 Table 4. Construction Plan C.3 Checklist ....................................................................................... 9 Appendices
Appendix A: Vicinity Map
Appendix B: Stormwater Control Plan Exhibit (TM 8)
Appendix C: IMP Sizing Calculator Results

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Packet Pg. 308 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

I. PROJECT DATA
Table 1. Project Data
Project Name/Number The Residences at Marketplace
Application Submittal Date July 2022
Project Location 167 Market Place, San Ramon CA 94521
APN 213-701-002
Name of Developer TRC
Project Phase No. N/A
Project Type and Description Residential with 40 detached single-family homes Project Watershed South San Ramon Creek
Total Project Site Area (acres) 3.91 ac±
Total Area of Land Disturbed (acres) 3.44 ac±
Total New Impervious Surface Area
(sq. ft.)
0 sf
Total Replaced Impervious Surface
Area
118,147 sf±
Total Pre-Project Impervious Surface
Area
118,147 sf±
Total Post-Project Impervious Surface
Area
92,251 sf±
50% Rule[*] Applies
Project Density 14.7 du/ac
Applicable Special Project Categories
[Complete even if all treatment is LID]
None
Percent LID and non-LID treatment 100% LID Details shown on Appendix C HM Compliance [†] Does not Apply
[*50% rule applies if:

Total Replaced Impervious Surface Area > 0.5 x Pre-Project Impervious Surface Area] [†HM not required. The post-project imperious area is less than the pre project impervious area]

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Packet Pg. 309 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

II. SETTING
A. Project Location and Description
As shown on the Vicinity Map (Appendix A), the Residence at Marketplace project is located in San Ramon, California. The project is generally bordered by Market Place (to the South and West), the existing Starbucks (to the East), and an existing retail building and its surface parking lot (North). The existing and proposed zoning of the project site is Mixed Use (MU). The proposed site will have 40 detached single-family residential homes.

B. Existing Site Features and Conditions
The project site is 3.91 ac± of which 3.44 ac± will be redeveloped into a residential site. It currently serves as a grocery store and a surface parking lot. The existing property is relatively flat and drains generally north to south with elevations ranging from 435-432 respectively. There are various field inlets and catch basins throughout the existing parking lot that ultimately convey stormwater to the existing 72” & 84” storm drain pipes in Market Place. The existing site that will be redeveloped into a residential site is approximately 94% impervious and 6% pervious.

C. Opportunities and Constraints for Stormwater Control The constraints of the site and opportunities affecting the selection of treatment facilities are outlined in Section V. of this report. The project will utilize disconnected impervious areas and landscape features including bioretention areas to treat and manage stormwater. Project grading and drainage will ensure areas of landscaping are maximized to minimize runoff and impervious areas are directed to the treatment areas. The open space provided in the open space Parcel I will partly be utilized as a bioretention area.

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Packet Pg. 310 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

III. LOW IMPACT DEVELOPMENT DESIGN STRATEGIES
A. Optimization of Site Layout
The proposed drainage patterns will allow the stormwater runoff to flow through the proposed storm drain system as depicted in Appendix B – Stormwater Management Plan. Much of the site stormwater runoff will be treated by the large bioretention area located on the southeast corner of the site. Drive D will be treated by smaller nearby bioretention areas. The remainder areas within the site are self-retaining areas that will be treated by the contiguous landscape areas before ultimately connecting into in the existing storm drain pipe in Marketplace.

B. Use of Permeable Pavements
Permeable pavers are used in a small area in the open space Parcel E and will enhance the design aesthetics of the project.

C. Dispersal of Runoff to Pervious Areas
The runoff of new impervious surface is directed to the proposed bioretention areas and selfretaining landscape areas.

D. Bioretention or Other Integrated Management Practices Bioretention areas in DMA 1, 5 & 6 will be used to treat a large majority of the project site. The sizing of this biorientation area was calculated using the Contra Costa County Clean Water Program Integrated Management Practices IMP calculator (version 1.3.1.0). The results have been provided in Appendix C.

The remainder of the site (DMA 2-4) will be treated with self-retaining landscape areas. These areas will be sized and designed in accordance with applicable C.3 guidelines.

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Packet Pg. 311 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

IV. DOCUMENTATION OF DRAINAGE DESIGN
A. Descriptions of Each Drainage Management Area
Table 2. Drainage Management Areas
DMA Name Area (SF) Surface Type/Description DMA Type/Drains to DMA 1 105,750 Impervious Roofs, Asphalt,
Concrete and Landscaping
Bioretention/
Drains to IMP 1
DMA 2 10,939 Impervious concrete and
Landscaping
Self-retaining
DMA 3 3,469 Impervious concrete and
Landscaping
Self-retaining
DMA 4 5,815 Impervious concrete and
Landscaping
Self-retaining
DMA 5 7,130 Impervious Asphalt, concrete and
Landscaping
Bioretention/
Drains to IMP 2
DMA 6 7,338 Impervious Asphalt, concrete and
Landscaping
Bioretention/
Drains to IMP 3 &4
DMA 7 4,200 Impervious Asphalt & concrete (*see note below)

1. Drainage Management Area Descriptions
DMA 1, totaling 105,750 square feet, drains to bioretention area IMP 1 in Parcel I.

DMA 2, totaling 10,939 square feet, is a self-retaining landscape area.

DMA 3, totaling 3,469 square feet, is a self-retaining landscape area.

DMA 4, totaling 5,815 square feet, is self-retaining landscape area.

DMA 5, totaling 7,130 square feet, drains to bioretention area IMP 2 in Parcel J.

DMA 6, totaling 7,338 square feet, drains to bioretention area IMP 3 & 4 in Parcel J. * DMA 7, totaling 4,200 square feet. (In-lieu of integrating imp treatment facilities within DMA 7, IMP 3 & 4 have been upsized to offset the treatment requirements for DMA 7. IMP 3 & 4 adequately provide the required treatment area for both DMA 6 & 7.

B. Integrated Management Practice Descriptions
There is one large bioretention area located within DMA 1 and three smaller bioretention areas in DMA 5&6 (shown on Appendix B). These bioretention areas are designed with a minimum ponding depth of 6” and a base rock storage depth of at least 12”, as shown on Appendix B.

The reminder of the site (DMA 2-4) are self-retaining areas and will be designed in accordance with applicable C.3 guidelines.

C. Tabulation and Sizing Calculations
See Appendix D for the IMP calculation results.

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Packet Pg. 312 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

V. SOURCE CONTROL MEASURES
A. Site Activities and Potential Sources of Pollutants
The proposed project will create few potential sources of stormwater pollution. Sources to be controlled included but are not limited to the items in the following table.

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Packet Pg. 313 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

B. Source Control Table
Table 3. Source Control Measures
Potential Source of
Runoff Pollutants Permanent Source Control BMPs Operational Source Control BMPs Onsite storm drain inlets Mark all accessible onsite inlets with the words “No Dumping! Flows to Creek” per the City of Martinez
Std Detail SD-1. Detail location of all onsite storm
drain inlets on Stormwater Control Plan Drawings.

Maintain and periodically replace inlet
markings as needed.

Provide stormwater pollution prevention
information to new site owners, lessees
or operators.

Include the following in lease agreement
“Tenant shall not discharge anything to
storm drains or to store or deposit
materials so as to create a potential
discharge to storm drains.”
Inlets and pipes conveying stormwater
to BMPs shall be inspected and
maintained as part of the Project
Operation and Maintenance Plan.

Need for future indoor or
structural pest control
Project construction drawings shall incorporate
features that discourage entry of pests.

Provide Integrated Pest Management
(IPM) information to owners, lessees
and operators.

Landscape/outdoor
pesticide use
Final project landscape plans shall reflect the
following:

Design that minimizes need for irrigation; minimizes
runoff; promotes surface infiltration where
appropriate; and details the use of planting material
that minimizes the amount of fertilizers and pesticides that area needed.

Where landscaped areas are used to retain and detain
stormwater, project landscape plans shall specify the
use of plants that are tolerant of saturated soil
conditions.

Project landscape plans shall detail use of plantings
appropriate to site soils, slopes, climate, sun, land use, air movement, ecological consistency, and plant
interactions.

Detail locations of stormwater treatment BMPs are on
Stormwater Control Plan Drawings.

Maintain landscaping using minimum or
no pesticides.

Provide Integrated Pest Management
information to new owners, lessees and
operators.

See applicable BMPs in Fact Sheet SC41, “Building and Grounds Maintenance,” in the CASQA
Stormwater Quality Handbooks
www.cabmphandbooks.com

10.1.e
Packet Pg. 314 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

Potential Source of
Runoff Pollutants Permanent Source Control BMPs Operational Source Control BMPs Roofing, gutters and trim Do not utilize roofing, gutter or architecture trim materials made of copper or other unprotected metals
that would leach into the storm water runoff.

Private Drive and
Sidewalks
Owners, lessees and operators will be
encouraged to sweep sidewalks
regularly to prevent the accumulation of
litter and debris. Debris from pressure
washing shall be collected to prevent
entry into the storm drain system.

Washwater containing any cleaning
agent or degreaser shall be collected and
discharged to the sanitary sewer and not
discharged to a storm drain.

Air Conditioning Air conditioner condensation shall be directed to landscaped areas or plumbed to the sanitary sewer.

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Packet Pg. 315 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

VI. STORMWATER FACILITY MAINTENANCE
A. Ownership and Responsibility for Maintenance in Perpetuity The ownership and responsibility for maintenance of the facilities will be determined when approved project improvements are available.

B. Summary of Maintenance Requirements for Each Stormwater Facility The maintenance requirements will be provided when approved project improvements are available.

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Packet Pg. 316 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

VII. CONSTRUCTION PLAN C.3 CHECKLIST
The construction checklist will be completed when approved project improvements are available.

Table 4. Construction Plan C.3 Checklist
Stormwater Control
Plan Page # BMP Description See Plan Sheet #s
Appendix B Bioretention Area
(DMA 1) TM-8
Appendix B Self-retaining Area
(DMA 2) TM-8
Appendix B Self-retaining Area
(DMA 3) TM-8
Appendix B Self-retaining Area
(DMA 4) TM-8
Appendix B Bioretention Area
(DMA 5) TM-8
Appendix B Bioretention Area
(DMA 6) TM-8

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Packet Pg. 317 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

VIII. CERTIFICATIONS
The selection, sizing, and preliminary design of stormwater treatment and other control measures in this plan meet the requirements of Regional Water Quality Control Board Order R2-2015-0049.

Jason J Neri, P.E.

C# 59136

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Packet Pg. 318 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

APPENDIX A
Vicinity Map

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Packet Pg. 319 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

VICINITY MAP

THE RESIDENCE AT MARKETPLACE

CITY OF SAN RAMON CONTRA COSTA COUNTY CALIFORNIA
SCALE: NOT TO SCALE
F:\3475-000\ACAD\EXHIBITS\SWMP\XB-VICINITY MAP.DWG

CIVIL ENGINEERS SURVEYORS PLANNERS

SAN RAMON
WWW.CBANDG.COM ROSEVILLE
(925) 866-0322
(916)788-4456

BOLLINGER CANYON ROAD ALCOSTA BLVD

MARKET PL

MARKETPL
SITE

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Packet Pg. 320 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

APPENDIX B
Stormwater Control Plan Exhibit (TM 8)

10.1.e
Packet Pg. 321 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

MARKET PLACE
1 2
3 4
5 6
7 8
9 10 11 12
13 14
15 16
17 18
19 20
21 28
27 26
25 24
23 22
29 30
31 32
33 34 35
36 37
38 39
40 DRIVE A DRIVE C DRIVE B

DRIVE D DRIVE B

PARCEL K
LOT 1
LOT 2
LOT 3
LOT 4 LOT 5 LOT 6 LOT 7

PARCEL B PARCEL C PARCEL E PARCEL A PARCEL D
DMA 1
DMA 2
DMA 4

PARCEL H

PARCEL J

PARCEL I
DMA 5 DMA 6
DMA 3

PARCEL F

PARCEL G
DMA 7
F:\3475-000\ACAD\TM\TM-8 SWMP.DWG
0 30 60 90 CIVIL ENGINEERS SURVEYORS PLANNERS

SAN RAMON
WWW.CBANDG.COM

ROSEVILLE
(925) 866-0322
(916) 788-4456

OF SHEETS
SHEET NO.

TM-8
11 DMA 1
LEGEND

PRELIMINARY STORMWATER

MANAGEMENT PLAN

THE RESIDENCES AT MARKETPLACE

CITY OF SAN RAMON CONTRA COSTA COUNTY CALIFORNIA
SCALE: 1" = 30' DATE: JULY 25, 2022

VESTING TENTATIVE MAP

BIORETENTION SUMMARY

AREA ID

TREATMENT
TYPE
TOTAL

IMPERVIOUS

AREA (SF)
TOTAL

PERVIOUS

AREA (SF)

TREATMENT
AREA

REQUIRED (SF)

TREATMENT
AREA

PROVIDED (SF)

SELF-RETAINING SUMMARY

AREA ID
TOTAL

IMPERVIOUS

AREA (SF)

TOTAL LANDSCAPE

AREA REQUIRED (SF)

TOTAL LANDSCAPE

AREA PROVIDED (SF)

TYPICAL BIORETENTION DETAIL TYPICAL BIORETENTION DETAIL

10.1.e
Packet Pg. 322 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Hearing (Meeting No. 5))

APPENDIX C
IMP Sizing Calculator Results

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Packet Pg. 323 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 7/25/22, 6:19 AM Contra Costa IMP Calculator Summary Report file:///P:/3400 - 3499/3475-000/Engineering/SWMP/3rd Submittal/Appendix/IMP Calculator/Appendix C_3475-000_IMP CALCULATOR_2022-07-25.htm 1/2 Project Name: 100 Marketplace
Project Type: Treatment Only
Location: 167 Marketplace, San Ramon, CA 94521
APN: 213-701-002
Drainage Area: 150329 sf
Mean Annual Precipitation: 20.5 in
II. Self-Retaining Areas
DMA Name Area (sq ft)
DMA 2 10939
DMA 3 3469
DMA 4 5815
IV. Areas Draining to IMPs
IMP Name: IMP1 (Soil Type: C)
IMP Type: Bioretention Facility
Soil Type: C
DMA
Name
DMA
Area
(sq ft)
PostProject
Surface
Type
DMA
Runoff
Factor
DMA
Area
x
Runoff
Factor IMP Sizing
DMA 1A 41,829 Conventional Roof 1.00 41,829
IMP
Sizing
Factor
Rain
Adjustment
Factor
Minimum
Area or Volume
Proposed
Area or
Volume
DMA 1B 30,074 Concrete or Asphalt 1.00 30,074
DMA 1C 30,634 Landscape 0.10 3,063
Total 74,966
Area 0.040 1.000 2,999 3,213
IMP Name: IMP2 (Soil Type: C)
IMP Type: Bioretention Facility
Soil Type: C
DMA
Name
DMA
Area
(sq ft)
PostProject
Surface
Type
DMA
Runoff
Factor
DMA
Area
x
Runoff
Factor IMP Sizing
DMA 5A 6,830 Concrete or Asphalt 1.00 6,830 IMP
Sizing
Factor
Rain
Adjustment
Factor
Minimum
Area or Volume
Proposed
Area or
Volume
DMA 5B 3,343 Landscape 0.10 334
Total 7,164
Area 0.040 1.000 287 300
IMP Name: IMP 3 & 4 (Soil Type: C)
IMP Type: Bioretention Facility
Soil Type: C
DMA
Name
DMA
Area
(sq ft)
PostProject
Surface
Type
DMA
Runoff
Factor
DMA
Area
x
Runoff
Factor IMP Sizing
DMA 6A 6,979 Concrete or Asphalt 1.00 6,979
IMP
Sizing
Factor
Rain
Adjustment
Factor
Minimum
Area or Volume
Proposed
Area or
Volume
DMA 6B 2,030 Landscape 0.10 203
DMA 7 4,200 Concrete or Asphalt 1.00 4,200
Total 11,382
Area 0.040 1.000 455 674
Software Tool Warnings
No warnings to report.

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Packet Pg. 324 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 7/25/22, 6:19 AM Contra Costa IMP Calculator Summary Report file:///P:/3400 - 3499/3475-000/Engineering/SWMP/3rd Submittal/Appendix/IMP Calculator/Appendix C_3475-000_IMP CALCULATOR_2022-07-25.htm 2/2 Report generated on 7/25/2022 12:00:00 AM by the Contra Costa Clean Water Program IMP Sizing Tool software (version 1.3.1.0).

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Packet Pg. 325 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

CARLSBAD
CLOVIS
IRVINE

LOS ANGELES

PALM SPRINGS

POINT RICHMOND

RIVERSIDE

ROSEVILLE

SAN LUIS OBISPO
2565 Alluvial Avenue, Suite 172, Clovis, California 93611 559.490.1210 www.lsa.net

MEMORANDUM
DATE: August 12, 2022
TO: Scott Grady, TRC Retail
FROM: Amy Fisher, Principal
Cara Carlucci, Senior Environmental Planner
SUBJECT: Air Quality and Greenhouse Gas Analysis Memorandum for the Residences at Marketplace Project, San Ramon, California

INTRODUCTION
This Air Quality and Greenhouse Gas Emissions Analysis for the proposed Residences at Marketplace Project (project) in the City of San Ramon (City) has been prepared using methods and assumptions recommended by the Bay Area Air Quality Management District (BAAQMD) California Environmental Quality Act (CEQA) Air Quality Guidelines and the recently adopted BAAQMD Justification Report:

CEQA Thresholds for Evaluating the Significance of Climate Impacts from Land Use Projects and Plans document.
1, 2 This analysis includes a description of existing regulatory framework, an assessment of project construction and operation-period air quality and greenhouse gas (GHG) emissions and an evaluation of the project’s compliance with adopted plans related to the reduction of clean air and GHG emissions.

PROJECT DESCRIPTION
The 3.41-acre project site is located at 130 Market Place in San Ramon, Contra Costa County (County), California. The project site is shown in Figure 1, Project Location (all figures attached), and is currently developed with on-site commercial uses and an associated parking lot. The project site is located within a developed urban setting, with the Marketplace Shopping Center to the north, mixed commercial uses to the west and southwest, and medium-to-high density residential to the southeast. The Marketplace Shopping Center consists of two parcels separated by Montgomery Street. The parcel north of Montgomery Street is not a part of the proposed project.

The proposed project consists of a mixed-use development composed of residential and commercial components. The residential component consists of the demolition of approximately 55,000 square feet of existing structures and the construction of 40 single-family residential uses and four 1 Bay Area Air Quality Management District (BAAQMD). 2017. CEQA Air Quality Guidelines. May. 2 BAAQMD. 2022. Justification Report: CEQA Thresholds for Evaluating the Significance of Climate Impacts From Land Use Projects and Plans. April.

RECEIVED
AUG 16 2022

CITY OF SAN RAMON

PLANNING SERVICES

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Packet Pg. 326 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 2 accessory dwelling units on an approximately 2.86-acre site. The project’s commercial component consists of the exterior renovation of an existing coffee shop located on an approximately 0.50-acre parcel, and an approximately 0.55-acre parcel would provide vehicular and pedestrian access to the project and the Marketplace Shopping Center. Figure 2, Site Plan, provides an overview of the proposed site plan.

In addition, the proposed project would provide a total of 85 parking spaces for residential uses and 34 parking spaces for commercial uses. Each of the project’s 40 residential units includes a garage with two covered parking spaces. Additionally, the project provides for six guest parking spaces located near the main entry to the project. The proposed project also includes 34 existing parking spaces for use by patrons of the renovated coffee shop.

Construction of the proposed project would begin in July 2023 and would be completed by February 2025. As identified above, the proposed project would include the demolition of approximately 55,000 square feet of existing structures. In addition, the proposed project would utilize Tier 4 final construction equipment and would not require any soil export or import.

Once operational, the proposed project is expected to result in a net decrease in vehicle trips and vehicle miles traveled (VMT). In addition, the proposed project would include solar for all 40 singlefamily residences and the four accessory dwelling units. The proposed project would not include any natural gas usage.

ENVIRONMENTAL SETTING
Air Quality Background
The City is within the jurisdiction of the BAAQMD, which regulates air quality in the Bay Area. Air quality conditions in the Bay Area have improved significantly since the BAAQMD was created in 1955. Ambient concentrations of air pollutants and the number of days during which the region exceeds air quality standards have fallen dramatically. Neither federal nor State ambient air quality standards (AAQS) of the following chemicals have been violated in recent decades: nitrogen dioxide (NO2), sulfur dioxide (SO2), sulfates, lead (Pb), hydrogen sulfide, and vinyl chloride. Those exceedances of air quality standards that do occur primarily happen during meteorological conditions conducive to high pollution levels, such as cold, windless nights or hot, sunny summer afternoons.

Both State and federal governments have established health-based AAQS for six criteria air pollutants: carbon monoxide (CO), ozone (O3), NO2, SO2, Pb, and suspended particulate matter. In addition, the State has set standards for sulfates, hydrogen sulfide, vinyl chloride, and visibilityreducing particles. These standards are designed to protect the health and welfare of the populace with a reasonable margin of safety. Two criteria pollutants, O3 and NO2, are considered regional pollutants because they (or their precursors) affect air quality on a regional scale. Pollutants such as CO, SO2, and Pb are considered local pollutants that tend to accumulate in the air locally. The BAAQMD is under State nonattainment status for ozone and particulate matter standards. The BAAQMD is classified as nonattainment for the federal ozone 8-hour standard and nonattainment for the federal particulate matter less than 2.5 microns in diameter (PM2.5) 24-hour standard. As such, the primary pollutants of concern in the project area are O3, CO, and PM2.5.

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Packet Pg. 327 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 3 Because of the conservative nature of the significance thresholds, and the Bay Area Air Basin-wide context of individual development project emissions, there is no direct correlation between a single project and localized air quality-related health effects. One individual project that generates emissions exceeding a threshold does not necessarily result in adverse health effects for residents in the project vicinity. This condition is especially true when the criteria pollutants exceeding thresholds are those with regional effects, such as ozone precursors like nitrogen oxides (NOx) and reactive organic gases (ROG).

Further, by its very nature, air pollution is largely a cumulative impact. No single project is sufficient in size to by itself result in nonattainment of AAQS. Instead, a project’s individual emissions contribute to existing cumulatively significant adverse air quality impacts. If a project’s contribution to the cumulative impact is considerable, then the project’s impact on air quality would be considered significant. In developing thresholds of significance for air pollutants, the air districts have considered the emission levels for which a project’s individual emissions would be cumulatively considerable. If a project exceeds the identified significance thresholds, its emissions would be cumulatively considerable, resulting in significant adverse air quality impacts to the region’s existing air quality conditions.

Occupants of facilities such as schools, daycare centers, parks and playgrounds, hospitals, and nursing and convalescent homes are considered to be more sensitive than the general public to air pollutants because these population groups have increased susceptibility to respiratory disease.

Persons engaged in strenuous work or exercise also have increased sensitivity to poor air quality.

Residential areas are considered more sensitive to air quality conditions, compared to commercial and industrial areas, because people generally spend longer periods of time at their residences, with greater associated exposure to ambient air quality conditions. Recreational uses are also considered sensitive compared to commercial and industrial uses due to greater exposure to ambient air quality conditions associated with exercise. These populations are referred to as sensitive receptors.

Greenhouse Gas and Global Climate Change Background
GHGs are present in the atmosphere naturally, are released by natural sources, or are formed from secondary reactions taking place in the atmosphere. The gases that are widely seen as the principal contributors to human-induced global climate change are:
• Carbon dioxide (CO2);
• Methane (CH4);
• Nitrous oxide (N2O);
• Hydrofluorocarbons (HFCs);
• Perfluorocarbons (PFCs); and
• Sulfur Hexafluoride (SF6).

Over the last 200 years, humans have caused substantial quantities of GHGs to be released into the atmosphere. These extra emissions are increasing GHG concentrations in the atmosphere and enhancing the natural greenhouse effect, which is believed to be causing global warming. While manmade GHGs include naturally occurring GHGs such as CO2, CH4, and N2O, some gases, like HFCs, PFCs, and SF6 are completely new to the atmosphere.

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Packet Pg. 328 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 4 Certain gases, such as water vapor, are short-lived in the atmosphere. Others remain in the atmosphere for significant periods of time, contributing to climate change in the long term. Water vapor is excluded from the list of GHGs above because it is short-lived in the atmosphere and its atmospheric concentrations are largely determined by natural processes, such as oceanic evaporation.

These gases vary considerably in terms of Global Warming Potential (GWP), which is a concept developed to compare the ability of each GHG to trap heat in the atmosphere relative to another gas. The GWP is based on several factors, including the relative effectiveness of a gas to absorb infrared radiation and length of time that the gas remains in the atmosphere (“atmospheric lifetime”). The GWP of each gas is measured relative to CO2, the most abundant GHG; the definition of GWP for a particular GHG is the ratio of heat trapped by one unit mass of the GHG to the ratio of heat trapped by one unit mass of CO2 over a specified time period. GHG emissions are typically measured in terms of pounds or tons of “CO2 equivalents” (CO2e).

REGULATORY FRAMEWORK
This section provides regulatory background information for air quality and GHGs.

Air Quality
Federal Regulations
The 1970 Federal Clean Air Act (CAA) authorized the establishment of national health-based air quality standards and set deadlines for their attainment. The CAA Amendments of 1990 changed deadlines for attaining national standards as well as the remedial actions required for areas of the nation that exceed the standards. Under the CAA, State and local agencies in areas that exceed the national standards are required to develop State Implementation Plans to demonstrate how they will achieve the national standards by specified dates.

State Regulations
In 1988, the California Clean Air Act (CCAA) required that all air districts in the State endeavor to achieve and maintain State AAQS for CO, O3, sulfur dioxide (SO2), and nitrogen dioxide (NO2) by the earliest practical date. The CCAA provides districts with the authority to regulate indirect sources and mandates that air quality districts focus particular attention on reducing emissions from transportation and area-wide emission sources. Each nonattainment district is required to adopt a plan to achieve a 5 percent annual reduction, averaged over consecutive 3-year periods, in districtwide emissions of each nonattainment pollutant or its precursors. A Clean Air Plan shows how a district would reduce emissions to achieve air quality standards. Generally, the State standards for these pollutants are more stringent than the national standards.

The California Air Resources Board (CARB) is the State’s “clean air agency.” The CARB’s goals are to attain and maintain healthy air quality, protect the public from exposure to toxic air contaminants (TACs), and oversee compliance with air pollution rules and regulations.

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Packet Pg. 329 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 5 Regional Regulations
The BAAQMD seeks to attain and maintain air quality conditions in the San Francisco Bay Area Air Basin through a comprehensive program of planning, regulation, enforcement, technical innovation, and education. The clean air strategy includes the preparation of plans for the attainment of AAQS, adoption and enforcement of rules and regulations, and issuance of permits for stationary sources.

The BAAQMD also inspects stationary sources and responds to citizen complaints, monitors ambient air quality and meteorological conditions, and implements programs and regulations required by law.

Clean Air Plan. The Clean Air Plan guides the region’s air quality planning efforts to attain the State AAQS.3 The BAAQMD 2017 Clean Air Plan, which was adopted on April 19, 2017, by the BAAQMD Board of Directors, is the current Clean Air Plan which contains district-wide control measures to reduce ozone precursor emissions (e.g., ROG and NOx), particulate matter, and GHG emissions.

The Bay Area 2017 Clean Air Plan:
• Describes the BAAQMD plan towards attaining all State and federal air quality standards and eliminating health risk disparities from exposure to air pollution among Bay Area communities; • Defines a vision for transitioning the region to a post-carbon economy needed to achieve ambitious GHG reduction targets for 2030 and 2050;
• Provides a regional climate protection strategy that will put the Bay Area on a pathway to achieve GHG reduction targets; and
• Includes a wide range of control measures designed to decrease emissions of air pollutants that are most harmful to Bay Area residents, such as particulate matter, ozone, and toxic air contaminants; to reduce emissions of methane and other “Super-GHGs” that are potent climate pollutants in the near term; and to decrease emissions of carbon dioxide by reducing fossil fuel combustion.

BAAQMD CEQA Air Quality Guidelines. The BAAQMD CEQA Air Quality Guidelines were prepared to assist in the evaluation of air quality impacts of projects and plans proposed within the Bay Area.

The guidelines provide recommended procedures for evaluating potential air impacts during the environmental review process, consistent with CEQA requirements, and include recommended thresholds of significance, mitigation measures, and background air quality information. They also include recommended assessment methodologies for air toxics, odors, and GHG emissions.

In May 2017, the BAAQMD published an updated version of its CEQA Guidelines. The BAAQMD CEQA Guidelines include thresholds to evaluate project impacts in order to protectively evaluate the 3 BAAQMD. 2017. Final 2017 Clean Air Plan. April 19, 2017. Website: www.baaqmd.gov/~/media/ files/planning-and-research/plans/2017-clean-air-plan/attachment-a_-proposed-final-cap-vol-1- pdf.pdf?la=en (accessed July 2022).

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Packet Pg. 330 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 6 potential effects of the project on air quality. These protective thresholds are appropriate in the context of the size, scale, and location of the proposed project.

Local Regulations
The Air Quality and Greenhouse Gas Element of the San Ramon General Plan 20354 includes air quality policies and implementation measures intended to improve and protect San Ramon’s air quality and promote improvements in subregional air quality. The following implementing policies are applicable to the project:
• Implementing Policy 12.4‐I‐3: Analyze the air quality and climate change impacts of discretionary projects using applicable regulatory guidance; for example, the BAAQMD’s CEQA Air Quality Guidelines.
• Implementing Policy 12.4‐I‐4: Use the City’s environmental review process to impose appropriate mitigation measures on new development to reduce air quality and greenhouse gas emissions impacts.
• Implementing Policy 12.5‐I‐2: Support and encourage projects proposing infill, and mixed use development that creates walkable neighborhoods and communities and increases access to transit.
• Implementing Policy 12.6‐I‐1: Locate sources of hazardous emissions at appropriate distances from existing and planned sensitive land uses in order to minimize or avoid potential health risks to people that might result from hazardous air pollutant emissions. Locate residential development projects and projects categorized as sensitive receptors at adequate distances from existing and potential sources of hazardous emissions. • Implementing Policy 12.6‐I‐3: Require construction and grading activities to incorporate particulate emissions reduction measures.

Greenhouse Gas Emissions
This section describes regulations related to global climate change at the federal, State, and local level.

Federal Regulations
The United States has historically had a voluntary approach to reducing GHG emissions. However, on April 2, 2007, the United States Supreme Court ruled that the United States Enviromental Protection Agency (EPA) has the authority to regulate CO2 emissions under the CAA. 4 San Ramon, City of. 2015. San Ramon General Plan 2035, Air Quality and Greenhouse Gas Element. April.

Website: https://cdn5-hosted.civiclive.com/UserFiles/Servers/Server_10826046/File/Our%20City/ Departments/Community%20Development/Planning/General%20Plan/General%20Plan%202035%20201 9-10-21/12%20Air%20Quality.pdf (accessed June 2022).

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Packet Pg. 331 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 7 While there currently are no adopted federal regulations for the control or reduction of GHG emissions, the EPA commenced several actions in 2009 to implement a regulatory approach to global climate change, including the 2009 EPA final rule for mandatory reporting of GHGs from large GHG emission sources in the United States. Additionally, the EPA Administrator signed an endangerment finding action in 2009 under the CAA, finding that seven GHGs (CO2, CH4, N2O, HFCs, NF3, PFCs, and SF6) constitute a threat to public health and welfare, and that the combined emissions from motor vehicles cause and contribute to global climate change, leading to national GHG emission standards.

State Regulations
The CARB is the lead agency for implementing climate change regulations in the State. Since its formation, the CARB has worked with the public, the business sector, and local governments to find solutions to California’s air pollution problems. Key efforts by the State are described below.

Assembly Bill 32 (2006), California Global Warming Solutions Act. California’s major initiative for reducing GHG emissions is Assembly Bill (AB) 32, passed by the State legislature on August 31, 2006.

This effort set a GHG emission reduction target to reduce GHG emissions to 1990 levels by 2020. The CARB has established the level of GHG emissions in 1990 at 427 million metric tons (MMT) of CO2e.

The emissions target of 427 MMT requires the reduction of 169 MMT from the State’s projected business-as-usual 2020 emissions of 596 MMT. AB 32 requires the CARB to prepare a Scoping Plan that outlines the main State strategies for meeting the 2020 deadline and to reduce GHGs that contribute to global climate change. The CARB approved the Scoping Plan on December 11, 2008. It contains the main strategies California will implement to achieve the reduction of approximately 169 MMT of CO2e, or approximately 30 percent, from the State’s projected 2020 emission level of 596 MMT of CO2e under a business-as-usual scenario (this is a reduction of 42 MMT of CO2e, or almost 10 percent from 2002–2004 average emissions). The Scoping Plan also includes CARBrecommended GHG reductions for each emissions sector of the State’s GHG inventory. The Scoping Plan calls for the largest reductions in GHG emissions to be achieved by implementing the following measures and standards:
• Improved emissions standards for light-duty vehicles (estimated reduction of 31.7 MMT CO2e); • The Low-Carbon Fuel Standard (15.0 MMT CO2e);
• Energy efficiency measures in buildings and appliances and the widespread development of combined heat and power systems (26.3 MMT CO2e); and
• A renewable portfolio standard for electricity production (21.3 MMT CO2e).

The Scoping Plan identifies 18 emission reduction measures that address cap-and-trade programs, vehicle gas standards, energy efficiency, low carbon fuel standards, renewable energy, regional transportation-related GHG targets, vehicle efficiency measures, goods movement, solar roof programs, industrial emissions, high-speed rail, green building strategies, recycling, sustainable forests, water, and air. The measures would result in a total reduction of 174 MMT of CO2e by 2020.

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Packet Pg. 332 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 8 On August 24, 2011, the CARB unanimously approved both the new supplemental assessment and reapproved its Scoping Plan, which provides the overall roadmap and rule measures to carry out AB

32. The CARB also approved a more robust CEQA equivalent document supporting the supplemental analysis of the cap-and-trade program. The cap-and-trade took effect on January 1, 2012, with an enforceable compliance obligation that began January 1, 2013.

The CARB approved the First Update to the Climate Change Scoping Plan on May 22, 2014. The First Update identifies opportunities to leverage existing and new funds to further drive GHG emission reductions through strategic planning and targeted low carbon investments. The First Update defines CARB climate change priorities until 2020 and sets the groundwork to reach long-term goals set forth in Executive Orders (EOs) S-3-05 and B-16-2012. The Update highlights California’s progress toward meeting the “near-term” 2020 GHG emission reduction goals as defined in the initial Scoping Plan. It also evaluates how to align the State’s “longer-term” GHG reduction strategies with other State policy priorities for water, waste, natural resources, clean energy, transportation, and land use. The CARB released a second update to the Scoping Plan, the 2017 Scoping Plan,5 to reflect the 2030 target set by EO B-30-15 and codified by Senate Bill (SB) 32.

Senate Bill 375 (2008). Signed into law on October 1, 2008, SB 375 supplements GHG reductions from new vehicle technology and fuel standards with reductions from more efficient land use patterns and improved transportation. Under the law, the CARB approved GHG reduction targets in February 2011 for California’s 18 federally designated regional planning bodies, known as Metropolitan Planning Organizations (MPOs). The CARB may update the targets every four years and must update them every eight years. MPOs, in turn, must demonstrate how their plans, policies and transportation investments meet the targets set by the CARB through Sustainable Community Strategies (SCS). The SCSs are included with the Regional Transportation Plan, a report required by State law. However, if an MPO finds that its SCS will not meet the GHG reduction target, it may prepare an Alternative Planning Strategy (APS). The APS identifies the impediments to achieving the targets.

Executive Order B-30-15 (2015). Governor Jerry Brown signed EO B-30-15 on April 29, 2015, which added the immediate target of:
• GHG emissions should be reduced to 40 percent below 1990 levels by 2030.

All State agencies with jurisdiction over sources of GHG emissions were directed to implement measures to achieve reductions of GHG emissions to meet the 2030 and 2050 targets. The CARB was directed to update the AB 32 Scoping Plan to reflect the 2030 target, and, therefore, is moving forward with the update process. The mid-term target is critical to help frame the suite of policy measures, regulations, planning efforts, and investments in clean technologies and infrastructure needed to continue reducing emissions.
5 CARB. 2017. California’s 2017 Climate Change Scoping Plan. November. Website: ww2.arb.ca.gov/sites/ default/files/classic/cc/scopingplan/scoping_plan_2017.pdf (accessed July 2022).

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Packet Pg. 333 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 9 Senate Bill 350 (2015) Clean Energy and Pollution Reduction Act. SB 350, signed by Governor Jerry Brown on October 7, 2015, updates and enhances AB 32 by introducing the following set of objectives in clean energy, clean air, and pollution reduction for 2030:
• Raise California’s renewable portfolio standard from 33 percent to 50 percent; and • Increase energy efficiency in buildings by 50 percent by the year 2030.

The 50 percent renewable energy standard will be implemented by the California Public Utilities Commission (CPUC) for the private utilities and by the California Energy Commission (CEC) for municipal utilities. Each utility must submit a procurement plan showing it will purchase clean energy to displace other nonrenewable resources. The 50 percent increase in energy efficiency in buildings must be achieved through the use of existing energy efficiency retrofit funding and regulatory tools already available to State energy agencies under existing law. The addition made by this legislation requires State energy agencies to plan for and implement those programs in a manner that achieves the energy efficiency target.

Senate Bill 32, California Global Warming Solutions Act of 2016, and Assembly Bill 197. In summer 2016, the Legislature passed and the Governor signed SB 32 and AB 197. SB 32 affirms the importance of addressing climate change by codifying into statute the GHG emissions reductions target of at least 40 percent below 1990 levels by 2030 contained in Governor Brown’s April 2015 EO B-30-15. SB 32 builds on AB 32 and keeps us on the path toward achieving the State’s 2050 objective of reducing emissions to 80 percent below 1990 levels, consistent with an Intergovernmental Panel on Climate Change analysis of the emission trajectory that would stabilize atmospheric GHG concentrations at 450 parts per million CO2e and reduce the likelihood of catastrophic impacts from climate change.

The companion bill to SB 32, AB 197, provides additional direction to the CARB related to the adoption of strategies to reduce GHG emissions. Additional direction in AB 197 meant to provide easier public access to air pollutant emissions data that are collected by the CARB was posted in December 2016.

Senate Bill 100. On September 10, 2018, Governor Brown signed SB 100, which raises California’s renewable portfolio standard requirements to 60 percent by 2030, with interim targets, and 100 percent by 2045. The bill also establishes a State policy that eligible renewable energy resources and zero-carbon resources supply 100 percent of all retail sales of electricity to California end-use customers and 100 percent of electricity procured to serve all State agencies by December 31, 2045.

Under the bill, the State cannot increase carbon emissions elsewhere in the Western grid or allow resource shuffling to achieve the 100 percent carbon-free electricity target.

Executive Order B-55-18. EO B-55-18, signed September 10, 2018, sets a goal “to achieve carbon neutrality as soon as possible, and no later than 2045, and achieve and maintain net negative emissions thereafter.” EO B-55-18 directs the CARB to work with relevant State agencies to ensure future Scoping Plans identify and recommend measures to achieve the carbon neutrality goal. The goal of carbon neutrality by 2045 is in addition to other statewide goals, meaning not only should emissions be reduced to 80 percent below 1990 levels by 2050, but that, by no later than 2045, the

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Packet Pg. 334 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 10 remaining emissions be offset by equivalent net removals of CO2e from the atmosphere, including through sequestration in forests, soils, and other natural landscapes.

Regional Regulations
The BAAQMD is the regional government agency that regulates sources of air pollution within the nine Bay Area counties. The BAAQMD regulates GHG emissions through the following plans, programs, and guidelines.

BAAQMD Justification Report: CEQA Thresholds for Evaluating the Significance of Climate Impacts from Land Use Projects and Plans. In April 2022, the BAAQMD adopted the Justification Report:

CEQA Thresholds for Evaluating the Significance of Climate Impacts from Land Use Projects and Plans6 document which incorporates updated GHG significance thresholds. The BAAQMD recommends these thresholds of significance for use in determining whether a proposed project will have a significant impact related to climate change. These thresholds evaluate a project based on its effect on California’s efforts to meet the State’s long-term climate goals. Applying this approach, the BAAQMD identifies and provides supporting documentation, outlining the requirements for new land use development projects necessary to achieve California’s long-term climate goal of carbon neutrality by 2045. Based on their analysis, the BAAQMD found that new land use development projects need to incorporate design elements to do its “fair share” to implement the goal of carbon neutrality by 2045. If a project is designed and built to incorporate the identified design elements, then it will contribute its portion of what is necessary to achieve California’s long-term climate goals—its “fair share”—and an agency reviewing the project under CEQA can conclude that the project will not make a cumulatively considerable contribution to global climate change. The document concludes that if a project does not incorporate these design elements, then it should be found to make a significant climate impact because it will hinder California’s efforts to address climate change.

Local Regulations
The Air Quality and Greenhouse Gas Element of the San Ramon General Plan 20357 includes GHG policies and implementation measures intended to reduce the City’s contribution of GHG emissions and the potential impact that may result in climate change.

In addition, the City adopted the San Ramon Climate Action Plan (CAP) on August 23, 20118 to address climate change locally and comply with the GHG reduction targets associated with AB 32.

The CAP strategy is primarily based upon the land use, transportation, and conservation policies that are part of the General Plan 2030. The CAP identifies GHG reduction measures related to land use planning/density choices, reduction in vehicle miles traveled, and energy conservation measures 6 BAAQMD. 2022. Op. cit. 7 San Ramon, City of. 2015. Op. cit. 8 San Ramon, City of. 2011. City of San Ramon Climate Action Plan. August. Website: https://cdn5- hosted.civiclive.com/UserFiles/Servers/Server_10826046/File/Our%20City/Departments/Community%20 Development/Planning/General%20Plan/Climate%20Action%20Plan/adoptedcap.pdf (accessed June 2022)

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Packet Pg. 335 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 11 such as increased energy efficiency for buildings, more efficient water use, and recycling programs to achieve the State GHG reduction targets.

METHODOLOGY
Construction Emissions
Construction activities can generate a substantial amount of air pollution. Construction activities are considered temporary; however, short-term impacts can contribute to exceedances of air quality standards. Construction activities include demolition, site preparation, earthmoving, and general construction. The emissions generated from these common construction activities include fugitive dust from soil disturbance, fuel combustion from mobile heavy-duty diesel- and gasoline-powered equipment, portable auxiliary equipment, and worker commute trips. The California Emissions Estimator Model (CalEEMod) Version 2020.4.0 computer program was used to calculate emissions from on-site construction equipment and emissions from worker and vehicle trips to the site.

Construction of the proposed project would begin in July 2023 and would be completed by February 2025. As identified in the Project Description, the proposed project would include the demolition of approximately 55,000 square feet of existing structures, which was included in CalEEMod. In addition, the proposed project would utilize Tier 4 final construction equipment and would not require any soil export or import. Other detailed construction information is currently unavailable; therefore, this analysis utilizes CalEEMod default assumptions.

Operational Emissions
This air quality analysis includes estimating emissions associated with long-term operation of the project. Indirect emissions of criteria pollutants with regional impacts would be emitted by projectgenerated vehicle trips. In addition, localized air quality impacts (i.e., higher carbon monoxide concentrations or “hot-spots”) near intersections or roadway segments in the project vicinity would also potentially occur due to project-generated vehicle trips.

Consistent with BAAQMD’s guidance for estimating emissions, the CalEEMod computer program was used to calculate the long-term operational emissions associated with the project. Based on information provided by the San Ramon Marketplace VMT Analysis9 , the proposed project would
result in a net decrease in vehicle trips and VMT; therefore, CalEEMod assumed that the proposed project would not generate any vehicle trips. In addition, the proposed project would not include any woodburning or natural gas fireplaces, which was assumed in CalEEMod. Where project-specific data were not available, default assumptions (e.g., energy usage, water usage, and solid waste generation) from CalEEMod were used to estimate project emissions. CalEEMod output sheets are included in Attachment B.

Greenhouse Gas Emissions
GHG emissions associated with the project would occur over the short-term from construction activities, consisting primarily of emissions from equipment exhaust. There would also be long-term 9 TJKM. 2022. San Ramon Marketplace VMT Analysis Memo. June 24.

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Packet Pg. 336 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 12 GHG emissions associated with project-related area sources, energy consumption, water conveyance and treatment, and waste generation.

THRESHOLDS OF SIGNIFICANCE
The State CEQA Guidelines indicate that a project would normally have a significant adverse air quality impact if project-generated pollutant emissions would:
• Conflict with or obstruct implementation of the applicable air quality plan; • Result in a cumulatively considerable net increase of any criteria pollutant for which the project is nonattainment under an applicable federal or state ambient air quality standard; • Expose sensitive receptors to substantial pollutant concentrations; or • Result in other emissions (such as those leading to odors) adversely affecting a substantial number of people.

According to the BAAQMD CEQA Guidelines, to meet air quality standards for criteria air pollutant and air precursor impacts, the proposed project must not:
• Contribute to CO concentrations exceeding the State ambient air quality standards; • Generate average daily construction emissions of ROG, NOx or PM2.5 (exhaust) greater than 54 pounds per day or PM10 exhaust emissions greater than 82 pounds per day; or • Generate operational emissions of ROG, NOx or PM2.5 of greater than 10 tons per year or 54 pounds per day or PM10 emissions greater than 15 tons per year or 82 pounds per day.

The State CEQA Guidelines indicate that a project would normally have a significant adverse GHG emission impact if the project would:
• Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment; or
• Conflict with an applicable plan, policy or regulation adopted for the purpose of reduction the emissions of greenhouse gases.

According to the April 2022 BAAQMD Justification Report: CEQA Thresholds for Evaluating the Significance of Climate Impacts From Land Use Projects and Plans, a project would have a less-thansignificant impact related to GHG emissions if it would:
a. Include, at a minimum, the following project design elements:
1) Buildings

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Packet Pg. 337 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 13 a) The project will not include natural gas appliances or natural gas plumbing (in both residential and nonresidential development).
b) The project will not result in any wasteful, inefficient, or unnecessary electrical usage as determined by the analysis required under CEQA Section 21100(b)(3) and Section 15126.2(b) of the State CEQA Guidelines.
2) Transportation
a) Achieve a reduction in project-generated vehicle miles traveled (VMT) below the regional average consistent with the current version of the California Climate Change Scoping Plan (currently 15 percent) or meet a locally adopted Senate Bill 743 VMT target, reflecting the recommendations provided in the Governor’s Office of Planning and Research's Technical Advisory on Evaluating Transportation Impacts in CEQA:
(1) Residential projects: 15 percent below the existing VMT per capita (2) Office projects: 15 percent below the existing VMT per employee (3) Retail projects: no net increase in existing VMT
b) Achieve compliance with off-street electric vehicle requirements in the most recently adopted version of CALGreen Tier 2.
b. Or be consistent with a local GHG reduction strategy that meets the criteria under State CEQA Guidelines Section 15183.5(b).

PROJECT IMPACTS
The sections below describe the proposed project’s consistency with applicable air quality plans, estimated project emissions, and the significance of impacts with respect to BAAQMD thresholds.

Air Quality
Consistency with Applicable Air Quality Plans
The applicable air quality plan is the BAAQMD 2017 Clean Air Plan (Clean Air Plan), which defines control strategies to reduce emissions and ambient concentrations of air pollutants; safeguard public health by reducing exposure to air pollutants that pose the greatest heath risk, with an emphasis on protecting the communities most heavily affected by air pollution; and reduce GHG emissions to protect the climate. Consistency with the Clean Air Plan can be determined if the project: (1) supports the goals of the Clean Air Plan; (2) includes applicable control measures from the Clean Air Plan; and (3) would not disrupt or hinder implementation of any control measures from the Clean Air Plan.

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Packet Pg. 338 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 14 Clean Air Plan Goals. The primary goals of the Bay Area Clean Air Plan are to: attain air quality standards; reduce population exposure and protect public health in the Bay Area; and reduce GHG emissions and protect climate.

The BAAQMD has established significance thresholds for project construction and operational impacts at a level at which the cumulative impact of exceeding these thresholds would have an adverse impact on the region’s attainment of air quality standards. The health and hazards thresholds were established to help protect public health. As discussed below, construction and operation of the proposed project would not result in the generation of criteria air pollutants that would exceed BAAQMD thresholds of significance. Therefore, the proposed project would not conflict with the Clean Air Plan goals.

Clean Air Plan Control Measures. The control strategies of the Clean Air Plan include measures in the following categories: Stationary Source Measures, Transportation Measures, Energy Measures, Building Measures, Agriculture Measures, Natural and Working Lands Measures, Waste Management Measures, Water Measures, and Super-GHG Pollutants Measures. The proposed project’s compliance with each of these control measures is discussed below.

Stationary Source Control Measures. The Stationary Source Control Measures, which are designed to reduce emissions from stationary sources such as metal melting facilities, cement kilns, refineries, and glass furnaces, are incorporated into rules adopted by the BAAQMD and then enforced by the BAAQMD Permit and Inspection programs. Since the proposed project would not include any of these stationary sources, the Stationary Source Control Measures of the Clean Air Plan are not applicable to the proposed project.

Transportation Control Measures. The BAAQMD identifies Transportation Control Measures as part of the Clean Air Plan to decrease emissions of criteria pollutants, TACs, and GHGs by reducing demand for motor vehicle travel, promoting efficient vehicles and transit service, decarbonizing transportation fuels, and electrifying motor vehicles and equipment. The proposed project would result in the redevelopment of the site with residential uses on an infill site that would locate residents near existing residential, institutional, and commercial uses, reducing the demand for travel by single occupancy vehicles. In addition, the proposed project would result in a net decrease in vehicle trips and VMT. Therefore, the proposed project would not conflict with the identified Transportation and Mobile Source Control Measures of the Clean Air Plan.

Energy Control Measures. The Clean Air Plan also includes Energy Control Measures, which are designed to reduce emissions of criteria air pollutants, TACs, and GHGs by decreasing the amount of electricity consumed in the Bay Area, as well as decreasing the carbon intensity of the electricity used by switching to less GHG-intensive fuel sources for electricity generation.

Since these measures apply to electrical utility providers and local government agencies (and not individual projects), the energy control measures of the Clean Air Plan are not applicable to the proposed project.

Building Control Measures. The BAAQMD has authority to regulate emissions from certain sources in buildings such as boilers and water heaters but has limited authority to regulate

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Packet Pg. 339 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 15 buildings themselves. Therefore, the strategies in the control measures for this sector focus on working with local governments that do have authority over local building codes, to facilitate adoption of best GHG control practices and policies. The proposed project would be required to comply with the latest Title 24 standards of the California Code of Regulations (CCR), established by the CEC, regarding energy conservation and green building standards. In addition, the proposed project would include solar. Therefore, the proposed project would not conflict with any of the Building Control Measures.

Agriculture Control Measures. The Agriculture Control Measures are designed to primarily reduce emissions of methane. Since the project does not include any agricultural activities, the Agriculture Control Measures of the Clean Air Plan are not applicable to the proposed project.

Natural and Working Lands Control Measures. The Natural and Working Lands Control Measures focus on increasing carbon sequestration on rangelands and wetlands, as well as encouraging local governments to adopt ordinances that promote urban-tree plantings. Since the proposed project does not include the disturbance of any rangelands or wetlands, the Natural and Working Lands Control Measures of the Clean Air Plan are not applicable to the proposed project.

Waste Management Control Measures. The Waste Management Control Measures focus on reducing or capturing methane emissions from landfills and composting facilities, diverting organic materials away from landfills, and increasing waste diversion rates through efforts to reduce, reuse, and recycle. The proposed project would comply with local requirements for waste management (e.g., recycling and composting services). Therefore, the proposed project would be consistent with the Waste Management Control Measures of the Clean Air Plan.

Water Control Measures. The Water Control Measures focus on reducing emissions of criteria pollutants, TACs, and GHGs by encouraging water conservation, limiting GHG emissions from publicly owned treatment works (POTWs), and promoting the use of biogas recovery systems.

Since these measures apply to POTWs and local government agencies (and not individual projects), the Water Control Measures are not applicable to the proposed project.

Super GHG Control Measures. The Super GHG Control Measures are designed to facilitate the adoption of best GHG control practices and policies through the BAAQMD and local government agencies. Since these measures do not apply to individual projects, the Super GHG Control Measures are not applicable to the proposed project.

Clean Air Plan Implementation. As discussed above, the proposed project would generally implement the applicable measures outlined in the Clean Air Plan, including Transportation Control Measures. Therefore, the project would not disrupt or hinder implementation of a control measure from the Clean Air Plan.

Criteria Pollutant Analysis
The BAAQMD is currently designated as a nonattainment area for State and national ozone standards and national particulate matter AAQS. The BAAQMD’s nonattainment status is attributed

10.1.e
Packet Pg. 340 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 16 to the region’s development history. Past, present, and future development projects contribute to the region’s adverse air quality impacts on a cumulative basis. By its very nature, air pollution is largely a cumulative impact. No single project is sufficient in size to, by itself, result in nonattainment of AAQS. Instead, a project’s individual emissions contribute to existing cumulatively significant adverse air quality impacts. If a project’s contribution to the cumulative impact is considerable, then the project’s impact on air quality would be considered significant.

In developing thresholds of significance for air pollutants, the BAAQMD considered the emissions levels for which a project’s individual emissions would be cumulatively considerable. If a project exceeds the identified significance thresholds, its emissions would be cumulatively considerable, resulting in significant adverse air quality impacts to the region’s existing air quality conditions.

Therefore, additional analysis to assess cumulative impacts is unnecessary. The following analysis assesses the potential project-level construction- and operation-related air quality impacts.

Short-Term Construction Emissions. During construction, short-term degradation of air quality may occur due to the release of particulate emissions generated by demolition, grading, paving, building, and other activities. Emissions from construction equipment are also anticipated and would include CO, NOx, ROG, directly emitted particulate matter (PM2.5 and particulate matter less than 10 microns in diameter [PM10]), and TACs such as diesel exhaust particulate matter.

Project construction activities would include demolition, site preparation, grading, building, paving, and architectural coating (painting). Construction-related effects on air quality from the proposed project would be greatest during the site preparation phase due to the disturbance of soils. If not properly controlled, these activities would temporarily generate particulate emissions. Sources of fugitive dust would include disturbed soils at the construction site. Unless properly controlled, vehicles leaving the site would deposit dirt and mud on local streets, which could be an additional source of airborne dust after it dries. PM10 emissions would vary from day to day, depending on the nature and magnitude of construction activity and local weather conditions. PM10 emissions would depend on soil moisture, silt content of soil, wind speed, and the amount of operating equipment.

Larger dust particles would settle near the source, while fine particles would be dispersed over greater distances from the construction site.

Water or other soil stabilizers can be used to control dust, resulting in emission reductions of 50 percent or more. The BAAQMD has established standard measures for reducing fugitive dust emissions (PM10). With the implementation of these Basic Construction Mitigation Measures, fugitive dust emissions from construction activities would not result in adverse air quality impacts.

In addition to dust related PM10 emissions, heavy trucks and construction equipment powered by gasoline and diesel engines would generate CO, SO2, NOx, ROG, and some soot particulate (PM2.5 and PM10) in exhaust emissions. If construction activities were to increase traffic congestion in the area, CO and other emissions from traffic would increase slightly while those vehicles idle in traffic. These emissions would be temporary in nature and limited to the immediate area surrounding the construction site.

10.1.e
Packet Pg. 341 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 17 As discussed above, CalEEMod was used to calculate emissions from on-site construction equipment and emissions from worker and vehicle trips to the site. Construction-related emissions are presented in Table A, below.

Table A: Project Construction Emissions (in Pounds Per Day) Project Construction ROG NOx
Exhaust
PM10
Fugitive
Dust PM10
Exhaust
PM2.5
Fugitive
Dust PM2.5
Average Daily Emissions 2.0 1.6 <0.1 0.9 <0.1 0.4
BAAQMD Thresholds 54.0 54.0 82.0 BMP 54.0 BMP
Exceed Threshold? No No No No No No
Source: LSA (July 2022).

BAAQMD = Bay Area Air Quality Management District
BMP = Best Management Practices
NOX = nitrogen oxide
PM10 = particulate matter less than 10 microns in diameter PM2.5 = particulate matter less than 2.5 microns in diameter ROG = reactive organic gases
As shown in Table A, construction emissions associated with the project would not exceed the BAAQMD’s thresholds for ROG, NOx, CO, exhaust PM10, and exhaust PM2.5 emissions. In addition, the BAAQMD requires the implementation of Basic Construction Mitigation Measures to reduce construction fugitive dust impacts to a less-than-significant level. With implementation of the BAAQMD’s Basic Construction Mitigation Measures, Regulatory Control Measure (RCM) AIR-1 would ensure that the proposed project incorporates the Basic Construction Mitigation Measures and ensures that short-term construction period air quality impacts would be less than significant.

RCM AIR-1 Consistent with the Bay Area Air Quality Management District (BAAQMD) Basic Construction Mitigation Measures, the following controls are required to be included as specifications for the proposed project and implemented at the construction site:
• All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day.
• All haul trucks transporting soil, sand, or other loose material off site shall be covered.
• All visible mud or dirt tracked-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited. • All vehicle speeds on unpaved roads shall be limited to 15 miles per hour.

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Packet Pg. 342 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 18 • All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible.
• Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used.
• Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California Airborne Toxics Control Measure Title 13, Section 2485 of California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points.
• All construction equipment shall be maintained and properly tuned in accordance with manufacturers’ specifications. All equipment shall be checked by a certified mechanic and
determined to be running in proper condition prior to
operation.
• A publicly-visible sign shall be posted with the telephone number and person to contact at the City of San Ramon
regarding dust complaints. This person shall respond and take corrective action within 48 hours. The BAAQMD's phone
number shall also be visible to ensure compliance with
applicable regulations.

As shown in Table A, construction emissions associated with the project would not exceed the significance criteria for ROG, NOx, PM10, or PM2.5 emissions. Therefore, with implementation of RCM AIR-1, construction of the proposed project would not result in a cumulatively considerable net increase of any criteria pollutant for which the project region is in nonattainment under an applicable federal or State AAQS.

Long-Term Operational Emissions. Long-term air pollutant emissions impacts are those associated with mobile sources (e.g., vehicle trips), energy sources (e.g., electricity and natural gas), and area sources (e.g., architectural coatings and the use of landscape maintenance equipment) related to the proposed project.

PM10 emissions result from running exhaust, tire and brake wear, and the entrainment of dust into the atmosphere from vehicles traveling on paved roadways. Entrainment of PM10 occurs when vehicle tires pulverize small rocks and pavement, and the vehicle wakes generate airborne dust. The contribution of tire and brake wear is small compared to the other PM emission processes.

Gasoline-powered engines have small rates of particulate matter emissions compared with dieselpowered vehicles. As discussed above, the proposed project would result in a net decrease of vehicle trips and VMT; therefore, the proposed project would not generate mobile source emissions.

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Packet Pg. 343 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 19 Energy source emissions result from activities in buildings for which electricity is used. For this project, the quantity of emissions is the product of usage intensity (i.e., the amount of electricity) and the emission factor of the fuel source. Major sources of energy demand for the proposed project could include building mechanical systems, such as heating and air conditioning and lighting.

Greater building or appliance efficiency reduces the amount of energy for a given activity and thus lowers the resultant emissions. The emission factor is determined by the fuel source, with cleaner energy sources, like renewable energy, producing fewer emissions than conventional sources.

Area source emissions associated with the project would include emissions from the use of landscaping equipment.

Emission estimates for operation of the project were calculated using CalEEMod. The primary emissions associated with the project are regional in nature, meaning that air pollutants are rapidly dispersed on release or, in the case of vehicle emissions associated with the project, emissions are released in other areas of the Bay Area Air Basin. The daily and annual emissions associated with project operational trip generation, energy, and area sources are identified in Table B for ROG, NOx, PM10, and PM2.5.

Table B: Project Operational Emissions
ROG NOx PM10 PM2.5
Pounds Per Day
Area Source Emissions 1.9 <0.1 <0.1 <0.1
Energy Source Emissions 0.0 0.0 0.0 0.0
Mobile Source Emissions 0.0 0.0 0.0 0.0
Total Emissions 1.9 <0.1 <0.1 <0.1
BAAQMD Thresholds 54.0 54.0 82.0 54.0
Exceed Threshold? No No No No
Tons Per Year
Area Source Emissions 0.3 <0.1 <0.1 <0.1
Energy Source Emissions 0.0 0.0 0.0 0.0
Mobile Source Emissions 0.0 0.0 0.0 0.0
Total Emissions 0.3 <0.1 <0.1 <0.1
BAAQMD Thresholds 10.0 10.0 15.0 10.0
Exceed Threshold? No No No No
Source: LSA (July 2022).

BAAQMD = Bay Area Air Quality Management District
NOx = nitrogen oxide
PM10 = particulate matter less than 10 microns in diameter PM2.5 = particulate matter less than 2.5 microns in diameter ROG= reactive organic gases
The results shown in Table B indicate the project would not exceed the significance criteria for daily or annual ROG, NOx, PM10, and PM2.5 emissions; therefore, operation of the proposed project would not result in a cumulatively considerable net increase of any criteria pollutant for which the project region is in nonattainment under an applicable federal or State AAQS.

10.1.e
Packet Pg. 344 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 20 Localized CO Impacts. Emissions and ambient concentrations of CO have decreased dramatically in the Bay Area with the introduction of the catalytic converter in 1975. No exceedances of the State or federal CO standards have been recorded at Bay Area monitoring stations since 1991. The BAAQMD’s 2017 CEQA Guidelines include recommended methodologies for quantifying concentrations of localized CO levels for proposed transportation projects. A screening level analysis using guidance from the BAAQMD CEQA Guidelines was performed to determine the impacts of the project. The screening methodology provides a conservative indication of whether the implementation of a proposed project would result in significant CO emissions. According to the BAAQMD’s CEQA Guidelines, a proposed project would result in a less-than-significant impact to localized CO concentrations if the following screening criteria are met:
• The project is consistent with an applicable congestion management program established by the county congestion management agency for designated roads or highways, and the regional transportation plan and local congestion management agency plans. • Project traffic would not increase traffic volumes at affected intersections to more than 44,000 vehicles per hour.
• The project would not increase traffic volumes at affected intersections to more than 24,000 vehicles per hour where vertical and/or horizontal mixing is substantially limited (e.g., tunnel, parking garage, bridge underpass, natural or urban street canyon, or below-grade roadway).

Implementation of the proposed project would not conflict with the Contra Costa County Transportation Authority. As discussed above, the proposed project would result in a net decrease in vehicle trips; therefore, the project’s contribution to peak hour traffic volumes at intersections in the vicinity of the project site would be well below 44,000 vehicles per hour. Therefore, the proposed project would not result in localized CO concentrations that exceed State or federal standards.

Health Risk on Nearby Sensitive Receptors
Sensitive receptors are defined as residential uses, schools, daycare centers, nursing homes, and medical centers. Individuals particularly vulnerable to diesel particulate matter are children, whose lung tissue is still developing, and the elderly, who may have serious health problems that can be aggravated by exposure to diesel particulate matter. Exposure from diesel exhaust associated with construction activity contributes to both cancer and chronic non-cancer health risks. The proposed project is surrounded by existing industrial and commercial uses. The closest receptors to the project site include the existing La Petite Academy of San Ramon and multi-family residences opposite Market Place.

The following section describes the potential impacts on sensitive receptors from construction and operation of the proposed project.

Health Risk to Nearby Sensitive Receptors. A construction health risk assessment (HRA), which evaluates construction-period health risk to off-site receptors, was performed for the proposed project, and the analysis is presented below. The project site is located near the existing La Petite

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Packet Pg. 345 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 21 Academy of San Ramon and multi-family residences that could be exposed to diesel emission exhaust during the construction period.

To estimate the potential cancer risk associated with construction of the proposed project from equipment exhaust (including diesel particulate matter), a dispersion model was used to translate an emission rate from the source location to a concentration at the receptor location of interest (i.e., a nearby residence and worksites). Dispersion modeling varies from a simpler, more conservative screening-level analysis to a more complex and refined detailed analysis. This refined assessment was conducted using the CARB exposure methodology with the air dispersion modeling performed using the EPA dispersion model AERMOD. The model provides a detailed estimate of exhaust concentrations based on site and source geometry, source emissions strength, distance from the source to the receptor, and meteorological data.

Table C, below, identifies the results of the analysis assuming the use of Tier 4 final construction equipment, as proposed by the project, at the maximally exposed individual (MEI), which is the nearest sensitive receptor. Model snapshots of the sources are shown in Attachment C.

Table C: Inhalation Health Risks from Project Construction to Off-Site Receptors Carcinogenic
Inhalation Health
Risk in One Million
Chronic Inhalation
Hazard Index
Acute Inhalation
Hazard Index
Annual PM2.5
Concentration
(µg/m3)
Maximally Exposed
Individual 7.5 0.006 0.000 0.058
Threshold 10.0 1.0 1.0 0.30
Exceed? No No No No
Source: LSA (July 2022).
µg/m3 = micrograms per cubic meter
PM2.5 = particulate matter less than 2.5 microns in size As shown in Table C, the risk associated with project construction at the MEI would be 7.5 in one million, which would not exceed the BAAQMD cancer risk of 10 in one million. The total chronic hazard index would be 0.006, which is below the threshold of 1.0. In addition, the total acute hazard index would be nominal (0.000), which would also not exceed the threshold of 1.0. The results of the analysis indicate that the total PM2.5 concentration would be 0.058 micrograms per cubic meter (µg/m3
), which would also not exceed the BAAQMD significance threshold of 0.30 µg/m3. Once the project is constructed, the project would not be a source of substantial emissions. Therefore, nearby sensitive receptors are not expected to be exposed to substantial pollutant concentrations during project construction or operation.

Health Risk to Future Residents. Implementation of the proposed project would allow new residential uses that would include sensitive receptors. LSA evaluated all mobile sources and stationary sources within 1,000 feet of the project site. The results of the screening-level operational health risk assessment are discussed below.

10.1.e
Packet Pg. 346 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 22 Stationary Sources. LSA conducted a search of all stationary sources permitted by the BAAQMD within 1,000 feet of the project site. Using the BAAQMD Stationary Source Screening Analysis Tool, two stationary sources were identified within the project site vicinity, one is a generator and one is a gas station. The results of the stationary source analysis are presented in Table D.

Following BAAQMD guidance, the stationary sources were scaled for distance using the BAAQMD’s distance multiplier tool, which is included in Attachment D.

Table D: Stationary Sources within 1,000 Feet of the Project Site Facility ID Stationary Source (Type) Distance
(feet)
Adjusted
Risk
(in one
million)
PM2.5
Conc.
(µg/m3)
Hazard
100941_1 7-Eleven, 1091 Market Place, San Ramon CA 94583 (gas station) 670 1.501 0.000 0.007
23612 City of San Ramon, 7000 Bollinger Canyon Road, San Ramon CA 94583 (generator) 840 0.669 0.001 0.000
Maximum Health Risk 1.501 0.001 0.007
Total Health Risk 2.170 0.001 0.007
Single Source Threshold 10 in one
million 0.30 1.0
Exceed? No No No
BAAQMD Cumulative Threshold 100 in one
million 0.80 10.0
Exceed? No No No
Source: LSA (July 2022).
µg/m3 = micrograms per cubic meter
BAAQMD = Bay Area Air Quality Management District
PM2.5 = particulate matter less than 2.5 microns in size As shown in Table D, the highest risk would be 1.501 in one million, which would not exceed the BAAQMD cancer risk threshold of 10 in one million. The highest hazard index would be 0.007, which is below the threshold of 1.0. The results of the analysis also indicate that the highest PM2.5 concentration would be 0.001, which would not exceed the BAAQMD significance threshold of 0.3 µg/m3
. The BAAQMD cumulative threshold of cancer risk greater than 100.0 in one million, an increased non-cancer risk of greater than 10.0 on the hazard index (chronic), or an ambient PM2.5 increase greater than 0.8 µg/m3 on an annual average basis, would not be exceeded.

Mobile Sources. High volume roadways in the project vicinity could also expose future residents on the project site to TACs. The project site is located approximately 610 feet east of Alcosta Boulevard and approximately 690 feet south of Bollinger Canyon Road. Based on the City of San Ramon General Plan 2030 Environmental Impact Report10, in 2030, average daily traffic (ADT) volumes of on Alcosta Boulevard will be 26,480 vehicles and ADT volumes on Bollinger Canyon Road will be 52,060 vehicles. The results of the mobile source analysis are presented in Table E 10 San Ramon, City of. 2010. City of San Ramon General Plan 2030 Draft Environmental Impact Report. April.

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Packet Pg. 347 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 23 based the BAAQMD’s roadway screening tables. In addition, the project site located approximately 3,700 feet east of Interstate 680 (I-680); however, due to this distance, emissions from the roadway would disperse and an increased health risk would not be anticipated.

Therefore, the additional health risk impacts associated with I-680 were not evaluated.

Table E: Health Risk Impacts from Mobile Sources to the Project Site Roadway
Average
Daily
Traffic
Distance
(feet)
Adjusted
Risk
(in one
million)
PM2.5
Conc.
(µg/m3)
Alcosta Boulevard 26,480 610 0.63 0.021
Bollinger Canyon Road 52,060 690 1.73 0.060
Maximum Health Risk 1.73 0.060
Total Health Risk 2.36 0.081
BAAQMD Single Source Threshold 10 in one
million 0.30
Exceed? No No
BAAQMD Cumulative Threshold 100 in one
million 0.80
Exceed? No No
Source: LSA (July 2022).
µg/m3 = micrograms per cubic meter
BAAQMD = Bay Area Air Quality Management District
PM2.5 = particulate matter less than 2.5 microns in size As shown in Table E, the highest risk would be 1.73 in one million, which would not exceed the BAAQMD cancer risk threshold of 10 in one million. In addition, the highest PM2.5 concentration would be 0.060, which would not exceed the BAAQMD significance threshold of 0.3 µg/m3 . The
BAAQMD cumulative threshold of cancer risk greater than 100.0 in one million or ambient PM2.5 increase greater than 0.8 µg/m3 on an annual average basis would also not be exceeded.

Cumulative TAC Analysis. The cumulative analysis sums all sources of emissions in the vicinity of the project site including stationary source and mobile sources. The cumulative cancer risk, hazard index, and PM2.5 concentrations are shown in Table F.

Table F: Cumulative Risk from All Sources
Carcinogenic Risk in One
Million Hazard Annual PM2.5Concentration (µg/m3)
Mobile Sources 2.360 0.000 0.081
Stationary Sources 2.170 0.007 0.001
Total 4.530 0.007 0.082
Threshold 100.0 10.0 0.80
Exceed? No No No
Source: LSA (July 2022).

PM2.5 = particulate matter less than 2.5 microns in size µg/m3 = micrograms per cubic meter

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Packet Pg. 348 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 24 Results of the cumulative analysis indicate the proposed project would not exceed BAAQMD cumulative thresholds and would not expose future residents of the project site to significant cumulative health risks.

Objectionable Odors
During construction, the various diesel-powered vehicles and equipment in use on site would create localized odors. These odors would be temporary and are not likely to be noticeable for extended periods of time beyond the project site. Additionally, the proposed uses that would be developed within the project site are not expected to produce any offensive odors that would result in frequent odor complaints. The proposed project would not include sensitive receptors; therefore, odor impacts on the project do not require further evaluation.

Greenhouse Gas Emissions
Generate Greenhouse Gas Emissions
As discussed above, a project would have a less-than-significant impact related to GHG emissions if it would include the project design elements related to natural gas, energy, VMT, and electric vehicles or if it would be consistent with a local GHG reduction strategy that meets the criteria under State CEQA Guidelines Section 15183.5(b). The City’s CAP previously met these requirements and was designed to streamline environmental review of future development projects in the City; however, the CAP was prepared to reduce GHG emissions 15 percent below 2008 levels by 2020.

Since the proposed project would not be operational until 2025 and because the City’s CAP was prepared based on the State’s 2020 GHG targets, which are now superseded by State policies (i.e., the 2019 California Green Building Standards Code, or CALGreen Code) and the 2030 GHG targets established in SB 32, the City’s CAP would not be applicable for CEQA streamlining under the BAAQMD thresholds. Therefore, this section evaluates the proposed project’s consistency with the BAAQMD’s project design elements.

Natural Gas Usage. As required by the BAAMQD, project buildings must not include natural gas appliances or natural gas plumbing. As discussed in the Project Description, the proposed project would not include any natural gas service or connections. Since the proposed project would not include natural gas, the proposed project would be consistent with this design element.

Energy Usage. The project must not result in any wasteful, inefficient, or unnecessary energy usage as determined by the analysis required under Section 21100(b)(3) and Section 15126.2(b) of the State CEQA Guidelines. Energy use consumed by the proposed project would be associated with electricity consumption associated with the project. Energy consumption was estimated for the project using default energy intensities by land use type in the CalEEMod output, which is included in Attachment B.

Based on CalEEMod, the estimated potential increased electricity demand associated with the proposed project is 314,169 kilowatt-hours (kWh) per year. Total electricity consumption in Contra Costa County in 2020 was 8,622.4 gigawatt-hours (GWh) or 8,622,379,746 kWh. Therefore, operation of the proposed project would increase the annual electricity consumption in Contra Costa County by approximately 0.01 percent.

10.1.e
Packet Pg. 349 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 25 The proposed project would include solar and would be constructed to current Title 24 standards, which would require energy saving building features. As such, based on this analysis, as required under CEQA Section 21100(b)(3) and Section 15126.2(b) of the State CEQA Guidelines, the proposed project would not result in the wasteful, inefficient, or unnecessary consumption of fuel or energy and would incorporate renewable energy or energy efficiency measures into building design, equipment use, and transportation. As such, the proposed project would be consistent with this design element.

Vehicle Miles Traveled. In order to meet the BAAQMD’s VMT threshold, the project must achieve a reduction in project-generated VMT below the regional average consistent with the current version of the California Climate Change Scoping Plan or meet a locally adopted SB 743 VMT target, reflecting the recommendations provided in the Governor’s Office of Planning and Research's (OPR) 2018 Technical Advisory on Evaluating Transportation Impacts in CEQA. As discussed in the San Ramon Marketplace VMT Analysis11, the existing uses generate a total daily VMT of 2,445,478, and the proposed project is expected to generate a total VMT of 2,354,016, resulting in a decrease in 91,462 daily VMT. As such, since implementation of the proposed project would result in a net decrease in total daily VMT when compared to the no project scenario, the proposed project was found to have an insignificant impact on regional average VMT. As such, the proposed project would be consistent with this design element.

Electric Vehicle Requirements. This criterion requires that the project achieve compliance with offstreet electric vehicle requirements in the most recently adopted version of the CALGreen Code Tier 2 measures. Implementation of RCM GHG-1 would ensure that the proposed project would be consistent with this criterion.

RCM GHG-1 The project applicant shall ensure that the design of the proposed project achieves compliance with the electric vehicle requirements in the most recently adopted version of the California Green Buildings Standards Code (CALGreen Code) Tier 2 measures.

With implementation of RCM GHG-1, the proposed project would be consistent with the BAAQMD’s project design elements related to natural gas, energy, VMT, and electric vehicles. Therefore, the proposed project would be consistent with the BAAQMD’s GHG emission thresholds. As such, the proposed project would not result in the generation of GHG emissions that would have a significant impact on the environment.

Consistency with Greenhouse Gas Reduction Plans
As discussed above, the City’s CAP identifies GHG reduction measures related to land use planning/ density choices, reduction in VMT, and energy conservation measures such as increased energy efficiency for buildings, more efficient water use, and recycling programs to achieve the State GHG reduction targets. As discussed above, the proposed project would result in the redevelopment of the site with residential uses on an infill site that would locate residents near existing residential, institutional, and commercial uses and would result in a net decrease in vehicle trips and VMT. As 11 TJKM. 2022. Op. cit.

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Packet Pg. 350 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 26 such, the proposed project would be consistent with the intent of the GHG reduction measures related to land use planning/density choices and reduction in VMT. In addition, as discussed above, the proposed project would be constructed to current Title 24 standards, which requires energy saving building features and water and wastewater reduction measures and would include solar; therefore, the proposed project would also be consistent with the intent of the GHG reduction measures related to energy efficiency for buildings and more efficient water use. Therefore, the proposed project would comply with the City’s CAP.

In addition, the proposed project was analyzed for consistency with the goals of AB 32 and the AB 32 Scoping Plan. The following discussion evaluates the proposed project according to the goals of AB 32, the AB 32 Scoping Plan, EO B-30-15, SB 32, and AB 197.

AB 32 is aimed at reducing GHG emissions to 1990 levels by 2020. AB 32 requires CARB to prepare a Scoping Plan that outlines the main State strategies for meeting the 2020 deadline and to reduce GHGs that contribute to global climate change. The AB 32 Scoping Plan has a range of GHG reduction actions, which include direct regulations, alternative compliance mechanisms, monetary and non-monetary incentives, voluntary actions, market-based mechanisms such as a cap-and-trade system, and an AB 32 implementation fee to fund the program.

EO B-30-15 added the immediate target of reducing GHG emissions to 40 percent below 1990 levels by 2030. CARB released a second update to the Scoping Plan, the 2017 Scoping Plan, 12 to reflect the
2030 target set by EO B-30-15 and codified by SB 32. SB 32 affirms the importance of addressing climate change by codifying into statute the GHG emissions reductions target of at least 40 percent below 1990 levels by 2030 contained in EO B-30-15. SB 32 builds on AB 32 and keeps us on the path toward achieving the State’s 2050 objective of reducing emissions to 80 percent below 1990 levels.

The companion bill to SB 32, AB 197, provides additional direction to the CARB related to the adoption of strategies to reduce GHG emissions. Additional direction in AB 197 intended to provide easier public access to air emissions data that are collected by CARB was posted in December 2016.

As identified above, the AB 32 Scoping Plan contains GHG reduction measures that work towards reducing GHG emissions, consistent with the targets set by AB 32, EO B-30-15 and codified by SB 32 and AB 197. The measures applicable to the proposed project include energy efficiency measures, water conservation and efficiency measures, and transportation and motor vehicle measures, as discussed below.

Energy efficient measures are intended to maximize energy efficiency building and appliance standards, pursue additional efficiency efforts including new technologies and new policy and implementation mechanisms, and pursue comparable investment in energy efficiency from all retail providers of electricity in California. In addition, these measures are designed to expand the use of green building practices to reduce the carbon footprint of California’s new and existing inventory of buildings. The proposed project would be required to comply with the latest Title 24 standards of 12 CARB. 2017. California’s 2017 Climate Change Scoping Plan. November.

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Packet Pg. 351 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC 8/11/22 (P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx) 27 the CCR, established by the CEC, regarding energy conservation and green building standards.

Therefore, the proposed project would comply with applicable energy measures.

Water conservation and efficiency measures are intended to continue efficiency programs and use cleaner energy sources to move and treat water. Increasing the efficiency of water transport and reducing water use would reduce GHG emissions. As noted above, the project would be required to comply with the latest Title 24 standards of the CCR, which includes a variety of different measures, including reduction of wastewater and water use. In addition, the proposed project would be required to comply with the California Model Water Efficient Landscape Ordinance. Therefore, the proposed project would not conflict with any of the water conservation and efficiency measures.

The goal of transportation and motor vehicle measures is to develop regional GHG emissions reduction targets for passenger vehicles. Specific regional emission targets for transportation emissions would not directly apply to the proposed project. The second phase of Pavley standards will reduce GHG emissions from new cars by 34 percent from 2016 levels by 2025, resulting in a 3 percent decrease in average vehicle emissions for all vehicles by 2020. Vehicles traveling to the project site would comply with the Pavley II (LEV III) Advanced Clean Cars Program. Therefore, the proposed project would not conflict with the identified transportation and motor vehicle measures.

Therefore, the proposed project would comply with existing City and State regulations adopted to achieve the overall State GHG emissions reduction goals and would be consistent with applicable plans and programs designed to reduce GHG emissions. Therefore, the proposed project would not conflict with an applicable plan, policy, or regulation adopted for the purpose of reducing the emissions of GHGs.

CONCLUSION
Based on the analysis presented above, with implementation of RCM AIR-1, construction of the proposed project would not result in the generation of criteria air pollutants that would exceed BAAQMD thresholds of significance. Operational emissions associated with the proposed project would also not exceed BAAQMD established significance thresholds. In addition, the proposed project is not expected to produce significant emissions that would affect nearby sensitive receptors. The proposed project would also not result in objectionable odors affecting a substantial number of people. In addition, with implementation of RCM GHG-1, the project would not result in substantial GHG emissions. Additionally, the project would not conflict with the City’s CAP or the State’s GHG emissions reductions objectives embodied in AB 32, EO B-30-15, SB 32, and AB 197.

Therefore, the proposed project’s incremental contribution to cumulative GHG emissions would not be cumulatively considerable.

Attachments: A: Figures
B: CalEEMod Output Sheets
C: HRA Model Snapshots
D: BAAQMD’s Distance Multiplier Tool

10.1.e
Packet Pg. 352 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC

AIR QUALITY AND GREENHOUSE GAS A NALYSIS
A UGUST 2022

RESIDENCES AT MARKETPLACE P ROJECT

S AN R AMON, C ALIFORNIA
P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx (08/11/22)

ATTACHMENT A

FIGURES

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Packet Pg. 353 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC SOURCE: ArcGIS Online Topographic Map (2020)
I:\TRR2201\GIS\MXD\Project_LocaƟon.mxd (7/19/2022)
FIGURE 1
Residences at Marketplace
Project LocaƟon
0 400 800
FEET
LEGEND
Project Site
Contra
Costa
County
Alameda
County
Ã4
Ã84
Ã185Ã61
Ã242
Ã13
Ã24
Ã92
§¨¦238
§¨¦880
§¨¦680
§¨¦580
Project Vicinity
Project Location
Project Location

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Packet Pg. 354 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC M
A
R
K
E
T
P
L
.

A/C
A
C/
PA
D
A
C
/
PA
D

DRIVE B

DRIVE B
(WEST)

DRIVE C
(EAST)

DRIVE A
181'-4 3/16"
SOURCE: KTGY Architects+Planning
FEET
0 30 60
FIGURE 2
Site Plan
I:\TRR2201\G\Site_Plan.ai (7/19/22)
Residences at Marketplace

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Packet Pg. 355
Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

AIR QUALITY AND GREENHOUSE GAS A NALYSIS
A UGUST 2022

RESIDENCES AT MARKETPLACE P ROJECT

S AN R AMON, C ALIFORNIA
P:\TRR2201 The Marketplace at San Ramon\PRODUCTS\AQ GHG\Residences at Marketplace AQ GHG Memo 08122022.docx (08/11/22)

ATTACHMENT B

CALEEMOD OUTPUT SHEETS

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Packet Pg. 356 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 : Marketplace MU Dev. Project (DP 2022-0007) CC Residences at Marketplace
Contra Costa County, Annual
Project Characteristics -
Land Use - total project site of 3.41 acres
Construction Phase - Construction schedule as provided by the client. Dry utility work added as part of demolition phase.

Off-road Equipment - Default
Demolition - Demolition of existing commercial buildings Grading - Balanced site
Vehicle Trips - The proposed project would not generate net new vehicle trips Construction Off-road Equipment Mitigation - use of tier 4 final construction equipment Area Mitigation -
Stationary Sources - Emergency Generators and Fire Pumps -

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population Parking Lot 6.00 Space 0.05 2,400.00 0
City Park 1.04 Acre 0.96 45,302.40 0
Single Family Housing 40.00 Dwelling Unit 2.40 72,000.00 114

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
4 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 58

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Pacific Gas and Electric Company
Operational Year 2025
CO2 Intensity
(lb/MWhr)
203.98 CH4 Intensity 0.033
(lb/MWhr)
N2O Intensity 0.004
(lb/MWhr)
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

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Packet Pg. 357 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

Stationary Sources - Process Boilers -
Energy Use - The proposed project would be all electric.

Table Name Column Name Default Value New Value
tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 0 15 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 4.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 3.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 6.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 11.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
CalEEMod Version: CalEEMod.2020.4.0 Page 2 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

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Packet Pg. 358 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

2.0 Emissions Summary
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstructionPhase NumDays 18.00 40.00
tblConstructionPhase NumDays 230.00 212.00
tblConstructionPhase NumDays 20.00 89.00
tblConstructionPhase NumDays 8.00 35.00
tblConstructionPhase NumDays 18.00 10.00
tblConstructionPhase NumDays 5.00 32.00
tblEnergyUse NT24NG 3,155.00 0.00
tblEnergyUse T24NG 23,474.54 0.00
tblLandUse LotAcreage 1.04 0.96
tblLandUse LotAcreage 12.99 2.40
tblVehicleTrips ST_TR 1.96 0.00
tblVehicleTrips ST_TR 9.54 0.00
tblVehicleTrips SU_TR 2.19 0.00
tblVehicleTrips SU_TR 8.55 0.00
tblVehicleTrips WD_TR 0.78 0.00
tblVehicleTrips WD_TR 9.44 0.00
CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

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Packet Pg. 359 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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
2023 0.1550 1.5051 1.2670 2.6300e0030.4011 0.0687 0.4698 0.1871 0.0637 0.2508 0.0000 231.8544 231.8544 0.0643 1.3800e003233.8752 2024 0.5326 1.7173 2.0222 3.7800e0030.1330 0.0754 0.2084 0.0540 0.0708 0.1248 0.0000 330.5916 330.5916 0.0700 4.2600e003333.6107 2025 0.1705 0.0453 0.0755 1.2000e0041.1500e0032.1000e0033.2600e0033.1000e0041.9700e0032.2800e0030.0000 10.7134 10.7134 2.6900e0032.0000e00510.7871 Maximum 0.5326 1.7173 2.0222 3.7800e0030.4011 0.0754 0.4698 0.1871 0.0708 0.2508 0.0000 330.5916 330.5916 0.0700 4.2600e003333.6107 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
2023 0.0328 0.1483 1.4858 2.6300e0030.1862 4.1600e0030.1903 0.0857 4.1500e0030.0899 0.0000 231.8542 231.8542 0.0643 1.3800e003233.8750 2024 0.3931 0.3212 2.1971 3.7800e0030.0814 5.4700e0030.0869 0.0301 5.4400e0030.0356 0.0000 330.5913 330.5913 0.0700 4.2600e003333.6104 2025 0.1666 5.8000e0030.0824 1.2000e0041.1500e0031.8000e0041.3300e0033.1000e0041.8000e0044.8000e0040.0000 10.7134 10.7134 2.6900e0032.0000e00510.7871 Maximum 0.3931 0.3212 2.1971 3.7800e0030.1862 5.4700e0030.1903 0.0857 5.4400e0030.0899 0.0000 330.5913 330.5913 0.0700 4.2600e003333.6104 Mitigated Construction
CalEEMod Version: CalEEMod.2020.4.0 Page 4 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

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Packet Pg. 360 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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

30.96 85.45 -11.90 0.00 49.79 93.29 59.12 51.88 92.84 66.67 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) 1 7-3-2023 10-2-2023 0.7951 0.0957
2 10-3-2023 1-2-2024 0.8559 0.0844
3 1-3-2024 4-2-2024 0.5536 0.0946
4 4-3-2024 7-2-2024 0.5065 0.1051
5 7-3-2024 10-2-2024 0.5121 0.1062
6 10-3-2024 1-2-2025 0.6578 0.4155
7 1-3-2025 4-2-2025 0.1823 0.1428
Highest 0.8559 0.4155
CalEEMod Version: CalEEMod.2020.4.0 Page 5 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

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Packet Pg. 361 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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 0.5772 8.5900e0030.6396 7.2000e0040.0511 0.0511 0.0511 0.0511 5.0844 1.7337 6.8181 0.0101 2.9000e0047.1565 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 29.0681 29.0681 4.7000e0035.7000e00429.3555 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 9.7375 0.0000 9.7375 0.5755 0.0000 24.1242 Water 0.0000 0.0000 0.0000 0.0000 0.8268 2.2381 3.0649 0.0853 2.0500e0035.8076 Total 0.5772 8.5900e0030.6396 7.2000e0040.0000 0.0511 0.0511 0.0000 0.0511 0.0511 15.6487 33.0399 48.6886 0.6755 2.9100e00366.4439 Unmitigated Operational
CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

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Packet Pg. 362 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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 0.3414 3.4200e0030.2968 2.0000e0051.6500e0031.6500e0031.6500e0031.6500e0030.0000 0.4853 0.4853 4.6000e0040.0000 0.4969 Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 29.0681 29.0681 4.7000e0035.7000e00429.3555 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 9.7375 0.0000 9.7375 0.5755 0.0000 24.1242 Water 0.0000 0.0000 0.0000 0.0000 0.8268 2.2381 3.0649 0.0853 2.0500e0035.8076 Total 0.3414 3.4200e0030.2968 2.0000e0050.0000 1.6500e0031.6500e0030.0000 1.6500e0031.6500e00310.5643 31.7915 42.3558 0.6659 2.6200e00359.7842 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 7/1/2023 11/2/2023 5 89
2 Site Preparation Site Preparation 11/2/2023 12/15/2023 5 32 3 Grading Grading 12/18/2023 2/2/2024 5 35
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

40.85 60.19 53.60 97.22 0.00 96.77 96.77 0.00 96.77 96.77 32.49 3.78 13.01 1.42 9.97 10.02 CalEEMod Version: CalEEMod.2020.4.0 Page 7 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 363 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :
4 Building Construction Building Construction 2/1/2024 11/22/2024 5 212 5 Architectural Coating Architectural Coating 11/25/2024 1/17/2025 5 40 6 Paving Paving 1/20/2025 2/1/2025 5 10
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Grading Excavators 1 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Tractors/Loaders/Backhoes 3 8.00 97 0.37
Building Construction Cranes 1 7.00 231 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 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Architectural Coating Air Compressors 1 6.00 78 0.48
Paving Cement and Mortar Mixers 2 6.00 9 0.56
Paving Pavers 1 8.00 130 0.42
Residential Indoor: 145,800; Residential Outdoor: 48,600; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 144 (Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 48
Acres of Grading (Grading Phase): 35
Acres of Paving: 0.05
CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 364 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.1 Mitigation Measures Construction
Use Cleaner Engines for Construction Equipment
Water Exposed Area
Reduce Vehicle Speed on Unpaved Roads
Paving Paving Equipment 2 6.00 132 0.36
Paving Rollers 2 6.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
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 6 15.00 0.00 255.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Grading 6 15.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 34.00 12.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 7.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Paving 8 20.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 365 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.2 Demolition - 2023
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 0.0276 0.0000 0.0276 4.1700e0030.0000 4.1700e0030.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1010 0.9561 0.8741 1.7300e0030.0444 0.0444 0.0413 0.0413 0.0000 151.2647 151.2647 0.0424 0.0000 152.3238 Total 0.1010 0.9561 0.8741 1.7300e0030.0276 0.0444 0.0720 4.1700e0030.0413 0.0455 0.0000 151.2647 151.2647 0.0424 0.0000 152.3238 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 2.6000e0040.0172 4.0300e0038.0000e0052.1600e0031.4000e0042.3000e0035.9000e0041.3000e0047.3000e0040.0000 7.6019 7.6019 2.5000e0041.2100e0037.9672 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 1.7500e0031.2000e0030.0150 4.0000e0055.2900e0033.0000e0055.3200e0031.4100e0032.0000e0051.4300e0030.0000 4.1691 4.1691 1.2000e0041.2000e0044.2069 Total 2.0100e0030.0184 0.0190 1.2000e0047.4500e0031.7000e0047.6200e0032.0000e0031.5000e0042.1600e0030.0000 11.7710 11.7710 3.7000e0041.3300e00312.1741 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 366 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.2 Demolition - 2023
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 0.0124 0.0000 0.0124 1.8800e0030.0000 1.8800e0030.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0206 0.0891 1.0360 1.7300e0032.7400e0032.7400e0032.7400e0032.7400e0030.0000 151.2645 151.2645 0.0424 0.0000 152.3236 Total 0.0206 0.0891 1.0360 1.7300e0030.0124 2.7400e0030.0151 1.8800e0032.7400e0034.6200e0030.0000 151.2645 151.2645 0.0424 0.0000 152.3236 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 2.6000e0040.0172 4.0300e0038.0000e0052.1600e0031.4000e0042.3000e0035.9000e0041.3000e0047.3000e0040.0000 7.6019 7.6019 2.5000e0041.2100e0037.9672 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 1.7500e0031.2000e0030.0150 4.0000e0055.2900e0033.0000e0055.3200e0031.4100e0032.0000e0051.4300e0030.0000 4.1691 4.1691 1.2000e0041.2000e0044.2069 Total 2.0100e0030.0184 0.0190 1.2000e0047.4500e0031.7000e0047.6200e0032.0000e0031.5000e0042.1600e0030.0000 11.7710 11.7710 3.7000e0041.3300e00312.1741 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 367 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.3 Site Preparation - 2023
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 0.3145 0.0000 0.3145 0.1616 0.0000 0.1616 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0426 0.4404 0.2919 6.1000e0040.0203 0.0203 0.0186 0.0186 0.0000 53.5211 53.5211 0.0173 0.0000 53.9539 Total 0.0426 0.4404 0.2919 6.1000e0040.3145 0.0203 0.3348 0.1616 0.0186 0.1803 0.0000 53.5211 53.5211 0.0173 0.0000 53.9539 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 7.5000e0045.2000e0046.4800e0032.0000e0052.2800e0031.0000e0052.3000e0036.1000e0041.0000e0056.2000e0040.0000 1.7988 1.7988 5.0000e0055.0000e0051.8151 Total 7.5000e0045.2000e0046.4800e0032.0000e0052.2800e0031.0000e0052.3000e0036.1000e0041.0000e0056.2000e0040.0000 1.7988 1.7988 5.0000e0055.0000e0051.8151 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 368 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.3 Site Preparation - 2023
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 0.1415 0.0000 0.1415 0.0727 0.0000 0.0727 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 7.4500e0030.0323 0.3339 6.1000e0049.9000e0049.9000e0049.9000e0049.9000e0040.0000 53.5211 53.5211 0.0173 0.0000 53.9538 Total 7.4500e0030.0323 0.3339 6.1000e0040.1415 9.9000e0040.1425 0.0727 9.9000e0040.0737 0.0000 53.5211 53.5211 0.0173 0.0000 53.9538 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 7.5000e0045.2000e0046.4800e0032.0000e0052.2800e0031.0000e0052.3000e0036.1000e0041.0000e0056.2000e0040.0000 1.7988 1.7988 5.0000e0055.0000e0051.8151 Total 7.5000e0045.2000e0046.4800e0032.0000e0052.2800e0031.0000e0052.3000e0036.1000e0041.0000e0056.2000e0040.0000 1.7988 1.7988 5.0000e0055.0000e0051.8151 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 13 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 369 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.4 Grading - 2023
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 0.0487 0.0000 0.0487 0.0186 0.0000 0.0186 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 8.5500e0030.0897 0.0738 1.5000e0043.8700e0033.8700e0033.5600e0033.5600e0030.0000 13.0303 13.0303 4.2100e0030.0000 13.1357 Total 8.5500e0030.0897 0.0738 1.5000e0040.0487 3.8700e0030.0525 0.0186 3.5600e0030.0221 0.0000 13.0303 13.0303 4.2100e0030.0000 13.1357 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 2.0000e0041.3000e0041.6900e0031.0000e0055.9000e0040.0000 6.0000e0041.6000e0040.0000 1.6000e0040.0000 0.4684 0.4684 1.0000e0051.0000e0050.4727 Total 2.0000e0041.3000e0041.6900e0031.0000e0055.9000e0040.0000 6.0000e0041.6000e0040.0000 1.6000e0040.0000 0.4684 0.4684 1.0000e0051.0000e0050.4727 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 14 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 370 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.4 Grading - 2023
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 0.0219 0.0000 0.0219 8.3500e0030.0000 8.3500e0030.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 1.8200e0037.8700e0030.0888 1.5000e0042.4000e0042.4000e0042.4000e0042.4000e0040.0000 13.0303 13.0303 4.2100e0030.0000 13.1357 Total 1.8200e0037.8700e0030.0888 1.5000e0040.0219 2.4000e0040.0221 8.3500e0032.4000e0048.5900e0030.0000 13.0303 13.0303 4.2100e0030.0000 13.1357 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 2.0000e0041.3000e0041.6900e0031.0000e0055.9000e0040.0000 6.0000e0041.6000e0040.0000 1.6000e0040.0000 0.4684 0.4684 1.0000e0051.0000e0050.4727 Total 2.0000e0041.3000e0041.6900e0031.0000e0055.9000e0040.0000 6.0000e0041.6000e0040.0000 1.6000e0040.0000 0.4684 0.4684 1.0000e0051.0000e0050.4727 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 15 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 371 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.4 Grading - 2024
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 0.0938 0.0000 0.0938 0.0434 0.0000 0.0434 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0208 0.2129 0.1845 3.7000e0049.0600e0039.0600e0038.3300e0038.3300e0030.0000 32.5799 32.5799 0.0105 0.0000 32.8433 Total 0.0208 0.2129 0.1845 3.7000e0040.0938 9.0600e0030.1029 0.0434 8.3300e0030.0517 0.0000 32.5799 32.5799 0.0105 0.0000 32.8433 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 4.6000e0043.0000e0043.9300e0031.0000e0051.4900e0031.0000e0051.4900e0034.0000e0041.0000e0054.0000e0040.0000 1.1419 1.1419 3.0000e0053.0000e0051.1518 Total 4.6000e0043.0000e0043.9300e0031.0000e0051.4900e0031.0000e0051.4900e0034.0000e0041.0000e0054.0000e0040.0000 1.1419 1.1419 3.0000e0053.0000e0051.1518 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 16 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 372 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.4 Grading - 2024
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 0.0422 0.0000 0.0422 0.0195 0.0000 0.0195 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 4.5400e0030.0197 0.2219 3.7000e0046.1000e0046.1000e0046.1000e0046.1000e0040.0000 32.5799 32.5799 0.0105 0.0000 32.8433 Total 4.5400e0030.0197 0.2219 3.7000e0040.0422 6.1000e0040.0428 0.0195 6.1000e0040.0201 0.0000 32.5799 32.5799 0.0105 0.0000 32.8433 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 4.6000e0043.0000e0043.9300e0031.0000e0051.4900e0031.0000e0051.4900e0034.0000e0041.0000e0054.0000e0040.0000 1.1419 1.1419 3.0000e0053.0000e0051.1518 Total 4.6000e0043.0000e0043.9300e0031.0000e0051.4900e0031.0000e0051.4900e0034.0000e0041.0000e0054.0000e0040.0000 1.1419 1.1419 3.0000e0053.0000e0051.1518 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 17 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 373 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.5 Building Construction - 2024
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 0.1560 1.4250 1.7137 2.8600e0030.0650 0.0650 0.0612 0.0612 0.0000 245.7601 245.7601 0.0581 0.0000 247.2129 Total 0.1560 1.4250 1.7137 2.8600e0030.0650 0.0650 0.0612 0.0612 0.0000 245.7601 245.7601 0.0581 0.0000 247.2129 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 1.4100e0030.0567 0.0181 2.6000e0048.3700e0033.4000e0048.7100e0032.4200e0033.2000e0042.7400e0030.0000 25.1379 25.1379 5.1000e0043.6300e00326.2315 Worker 8.8100e0035.7700e0030.0756 2.3000e0040.0286 1.4000e0040.0287 7.6000e0031.3000e0047.7300e0030.0000 21.9494 21.9494 6.0000e0045.9000e00422.1390 Total 0.0102 0.0625 0.0937 4.9000e0040.0370 4.8000e0040.0374 0.0100 4.5000e0040.0105 0.0000 47.0873 47.0873 1.1100e0034.2200e00348.3705 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 18 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 374 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.5 Building Construction - 2024
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 0.0348 0.2369 1.8508 2.8600e0034.3200e0034.3200e0034.3200e0034.3200e0030.0000 245.7598 245.7598 0.0581 0.0000 247.2126 Total 0.0348 0.2369 1.8508 2.8600e0034.3200e0034.3200e0034.3200e0034.3200e0030.0000 245.7598 245.7598 0.0581 0.0000 247.2126 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 1.4100e0030.0567 0.0181 2.6000e0048.3700e0033.4000e0048.7100e0032.4200e0033.2000e0042.7400e0030.0000 25.1379 25.1379 5.1000e0043.6300e00326.2315 Worker 8.8100e0035.7700e0030.0756 2.3000e0040.0286 1.4000e0040.0287 7.6000e0031.3000e0047.7300e0030.0000 21.9494 21.9494 6.0000e0045.9000e00422.1390 Total 0.0102 0.0625 0.0937 4.9000e0040.0370 4.8000e0040.0374 0.0100 4.5000e0040.0105 0.0000 47.0873 47.0873 1.1100e0034.2200e00348.3705 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 19 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 375 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.6 Architectural Coating - 2024
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 0.3425 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 2.4400e0030.0165 0.0244 4.0000e0058.2000e0048.2000e0048.2000e0048.2000e0040.0000 3.4469 3.4469 1.9000e0040.0000 3.4517 Total 0.3449 0.0165 0.0244 4.0000e0058.2000e0048.2000e0048.2000e0048.2000e0040.0000 3.4469 3.4469 1.9000e0040.0000 3.4517 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 2.3000e0041.5000e0041.9800e0031.0000e0057.5000e0040.0000 7.5000e0042.0000e0040.0000 2.0000e0040.0000 0.5755 0.5755 2.0000e0052.0000e0050.5805 Total 2.3000e0041.5000e0041.9800e0031.0000e0057.5000e0040.0000 7.5000e0042.0000e0040.0000 2.0000e0040.0000 0.5755 0.5755 2.0000e0052.0000e0050.5805 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 20 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 376 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.6 Architectural Coating - 2024
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 0.3425 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 4.0000e0041.7400e0030.0247 4.0000e0055.0000e0055.0000e0055.0000e0055.0000e0050.0000 3.4469 3.4469 1.9000e0040.0000 3.4517 Total 0.3429 1.7400e0030.0247 4.0000e0055.0000e0055.0000e0055.0000e0055.0000e0050.0000 3.4469 3.4469 1.9000e0040.0000 3.4517 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 2.3000e0041.5000e0041.9800e0031.0000e0057.5000e0040.0000 7.5000e0042.0000e0040.0000 2.0000e0040.0000 0.5755 0.5755 2.0000e0052.0000e0050.5805 Total 2.3000e0041.5000e0041.9800e0031.0000e0057.5000e0040.0000 7.5000e0042.0000e0040.0000 2.0000e0040.0000 0.5755 0.5755 2.0000e0052.0000e0050.5805 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 21 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 377 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.6 Architectural Coating - 2025
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 0.1649 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 1.1100e0037.4500e0030.0118 2.0000e0053.3000e0043.3000e0043.3000e0043.3000e0040.0000 1.6596 1.6596 9.0000e0050.0000 1.6619 Total 0.1660 7.4500e0030.0118 2.0000e0053.3000e0043.3000e0043.3000e0043.3000e0040.0000 1.6596 1.6596 9.0000e0050.0000 1.6619 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 1.0000e0047.0000e0058.9000e0040.0000 3.6000e0040.0000 3.6000e0041.0000e0040.0000 1.0000e0040.0000 0.2704 0.2704 1.0000e0051.0000e0050.2726 Total 1.0000e0047.0000e0058.9000e0040.0000 3.6000e0040.0000 3.6000e0041.0000e0040.0000 1.0000e0040.0000 0.2704 0.2704 1.0000e0051.0000e0050.2726 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 22 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 378 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.6 Architectural Coating - 2025
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 0.1649 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 1.9000e0048.4000e0040.0119 2.0000e0053.0000e0053.0000e0053.0000e0053.0000e0050.0000 1.6596 1.6596 9.0000e0050.0000 1.6619 Total 0.1651 8.4000e0040.0119 2.0000e0053.0000e0053.0000e0053.0000e0053.0000e0050.0000 1.6596 1.6596 9.0000e0050.0000 1.6619 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 1.0000e0047.0000e0058.9000e0040.0000 3.6000e0040.0000 3.6000e0041.0000e0040.0000 1.0000e0040.0000 0.2704 0.2704 1.0000e0051.0000e0050.2726 Total 1.0000e0047.0000e0058.9000e0040.0000 3.6000e0040.0000 3.6000e0041.0000e0040.0000 1.0000e0040.0000 0.2704 0.2704 1.0000e0051.0000e0050.2726 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 23 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 379 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.7 Paving - 2025
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 4.1000e0030.0377 0.0609 9.0000e0051.7600e0031.7600e0031.6300e0031.6300e0030.0000 8.1891 8.1891 2.5700e0030.0000 8.2535 Paving 7.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 4.1700e0030.0377 0.0609 9.0000e0051.7600e0031.7600e0031.6300e0031.6300e0030.0000 8.1891 8.1891 2.5700e0030.0000 8.2535 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 2.3000e0041.4000e0041.9700e0031.0000e0057.9000e0040.0000 8.0000e0042.1000e0040.0000 2.1000e0040.0000 0.5943 0.5943 2.0000e0052.0000e0050.5992 Total 2.3000e0041.4000e0041.9700e0031.0000e0057.9000e0040.0000 8.0000e0042.1000e0040.0000 2.1000e0040.0000 0.5943 0.5943 2.0000e0052.0000e0050.5992 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 24 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 380 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.7 Paving - 2025
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 1.1000e0034.7500e0030.0677 9.0000e0051.5000e0041.5000e0041.5000e0041.5000e0040.0000 8.1891 8.1891 2.5700e0030.0000 8.2534 Paving 7.0000e0050.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.1700e0034.7500e0030.0677 9.0000e0051.5000e0041.5000e0041.5000e0041.5000e0040.0000 8.1891 8.1891 2.5700e0030.0000 8.2534 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 2.3000e0041.4000e0041.9700e0031.0000e0057.9000e0040.0000 8.0000e0042.1000e0040.0000 2.1000e0040.0000 0.5943 0.5943 2.0000e0052.0000e0050.5992 Total 2.3000e0041.4000e0041.9700e0031.0000e0057.9000e0040.0000 8.0000e0042.1000e0040.0000 2.1000e0040.0000 0.5943 0.5943 2.0000e0052.0000e0050.5992 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 25 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 381 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

4.0 Operational Detail - Mobile
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

4.1 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
City Park 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00
Single Family Housing 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 City Park 9.50 7.30 7.30 33.00 48.00 19.00 66 28 6
Parking Lot 9.50 7.30 7.30 0.00 0.00 0.00 0 0 0
Single Family Housing 10.80 4.80 5.70 31.00 15.00 54.00 86 11 3 CalEEMod Version: CalEEMod.2020.4.0 Page 26 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 382 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH City Park 0.565095 0.055953 0.178712 0.125673 0.023431 0.005517 0.007231 0.007159 0.000545 0.000331 0.025692 0.001390 0.003271 Parking Lot 0.565095 0.055953 0.178712 0.125673 0.023431 0.005517 0.007231 0.007159 0.000545 0.000331 0.025692 0.001390 0.003271 Single Family Housing 0.565095 0.055953 0.178712 0.125673 0.023431 0.005517 0.007231 0.007159 0.000545 0.000331 0.025692 0.001390 0.003271

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 29.0681 29.0681 4.7000e0035.7000e00429.3555 Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000 29.0681 29.0681 4.7000e0035.7000e00429.3555 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
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0 Page 27 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 383 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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
City Park 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 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 Single Family
Housing
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.2020.4.0 Page 28 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 384 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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
City Park 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 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 Single Family
Housing
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.2020.4.0 Page 29 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 385 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
City Park 0 0.0000 0.0000 0.0000 0.0000
Parking Lot 840 0.0777 1.0000e0050.0000 0.0785
Single Family
Housing
313329 28.9904 4.6900e0035.7000e00429.2770
Total 29.0681 4.7000e0035.7000e00429.3555
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 30 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 386 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

No Hearths Installed

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
City Park 0 0.0000 0.0000 0.0000 0.0000
Parking Lot 840 0.0777 1.0000e0050.0000 0.0785
Single Family
Housing
313329 28.9904 4.6900e0035.7000e00429.2770
Total 29.0681 4.7000e0035.7000e00429.3555
Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 31 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 387 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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 0.3414 3.4200e0030.2968 2.0000e0051.6500e0031.6500e0031.6500e0031.6500e0030.0000 0.4853 0.4853 4.6000e0040.0000 0.4969 Unmitigated 0.5772 8.5900e0030.6396 7.2000e0040.0511 0.0511 0.0511 0.0511 5.0844 1.7337 6.8181 0.0101 2.9000e0047.1565

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

0.0507 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

0.2818 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.2358 5.1700e0030.3428 7.1000e0040.0494 0.0494 0.0494 0.0494 5.0844 1.2484 6.3328 9.6100e0032.9000e0046.6596 Landscaping 8.9100e0033.4200e0030.2968 2.0000e0051.6500e0031.6500e0031.6500e0031.6500e0030.0000 0.4853 0.4853 4.6000e0040.0000 0.4969 Total 0.5772 8.5900e0030.6396 7.3000e0040.0511 0.0511 0.0511 0.0511 5.0844 1.7337 6.8181 0.0101 2.9000e0047.1565 Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 32 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 388 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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

0.0507 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

0.2818 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 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 Landscaping 8.9100e0033.4200e0030.2968 2.0000e0051.6500e0031.6500e0031.6500e0031.6500e0030.0000 0.4853 0.4853 4.6000e0040.0000 0.4969 Total 0.3414 3.4200e0030.2968 2.0000e0051.6500e0031.6500e0031.6500e0031.6500e0030.0000 0.4853 0.4853 4.6000e0040.0000 0.4969 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 33 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 389 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 3.0649 0.0853 2.0500e0035.8076
Unmitigated 3.0649 0.0853 2.0500e0035.8076

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
City Park 0 /

1.23914

0.4013 6.0000e0051.0000e0050.4052
Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000
Single Family
Housing

2.60616 /

1.64301

2.6636 0.0852 2.0400e0035.4024
Total 3.0649 0.0853 2.0500e0035.8076
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 34 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 390 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
City Park 0 /

1.23914

0.4013 6.0000e0051.0000e0050.4052
Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000
Single Family
Housing

2.60616 /

1.64301

2.6636 0.0852 2.0400e0035.4024
Total 3.0649 0.0853 2.0500e0035.8076
Mitigated

8.1 Mitigation Measures Waste

8.0 Waste Detail
CalEEMod Version: CalEEMod.2020.4.0 Page 35 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 391 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 9.7375 0.5755 0.0000 24.1242
Unmitigated 9.7375 0.5755 0.0000 24.1242
Category/Year

8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
City Park 0.09 0.0183 1.0800e0030.0000 0.0453
Parking Lot 0 0.0000 0.0000 0.0000 0.0000
Single Family
Housing

47.88 9.7192 0.5744 0.0000 24.0789
Total 9.7375 0.5755 0.0000 24.1242
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 36 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 392 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
City Park 0.09 0.0183 1.0800e0030.0000 0.0453
Parking Lot 0 0.0000 0.0000 0.0000 0.0000
Single Family
Housing

47.88 9.7192 0.5744 0.0000 24.0789
Total 9.7375 0.5755 0.0000 24.1242
Mitigated

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

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.2020.4.0 Page 37 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 393 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

11.0 Vegetation
CalEEMod Version: CalEEMod.2020.4.0 Page 38 of 38 Date: 7/28/2022 2:52 PM Residences at Marketplace - Contra Costa County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 394 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

Residences at Marketplace
Contra Costa County, Summer
Project Characteristics -
Land Use - total project site of 3.41 acres
Construction Phase - Construction schedule as provided by the client. Dry utility work added as part of demolition phase.

Off-road Equipment - Default
Demolition - Demolition of existing commercial buildings Grading - Balanced site
Vehicle Trips - The proposed project would not generate net new vehicle trips Construction Off-road Equipment Mitigation - use of tier 4 final construction equipment Area Mitigation -
Stationary Sources - Emergency Generators and Fire Pumps -

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population Parking Lot 6.00 Space 0.05 2,400.00 0
City Park 1.04 Acre 0.96 45,302.40 0
Single Family Housing 40.00 Dwelling Unit 2.40 72,000.00 114

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
4 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 58

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Pacific Gas and Electric Company
Operational Year 2025
CO2 Intensity
(lb/MWhr)
203.98 CH4 Intensity 0.033
(lb/MWhr)
N2O Intensity 0.004
(lb/MWhr)
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 395 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

Stationary Sources - Process Boilers -
Energy Use - The proposed project would be all electric.

Table Name Column Name Default Value New Value
tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 0 15 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 4.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 3.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 6.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 11.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
CalEEMod Version: CalEEMod.2020.4.0 Page 2 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

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Packet Pg. 396 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

2.0 Emissions Summary
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstructionPhase NumDays 18.00 40.00
tblConstructionPhase NumDays 230.00 212.00
tblConstructionPhase NumDays 20.00 89.00
tblConstructionPhase NumDays 8.00 35.00
tblConstructionPhase NumDays 18.00 10.00
tblConstructionPhase NumDays 5.00 32.00
tblEnergyUse NT24NG 3,155.00 0.00
tblEnergyUse T24NG 23,474.54 0.00
tblLandUse LotAcreage 1.04 0.96
tblLandUse LotAcreage 12.99 2.40
tblVehicleTrips ST_TR 1.96 0.00
tblVehicleTrips ST_TR 9.54 0.00
tblVehicleTrips SU_TR 2.19 0.00
tblVehicleTrips SU_TR 8.55 0.00
tblVehicleTrips WD_TR 0.78 0.00
tblVehicleTrips WD_TR 9.44 0.00
CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 397 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

2.1 Overall Construction (Maximum Daily Emission)
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 lb/day lb/day
2023 5.0294 49.4335 38.7968 0.0810 20.5976 2.2680 22.8656 10.2819 2.0970 12.3788 0.0000 7,868.011 9 7,868.011
9 2.2543 0.0357 7,935.015
5 2024 25.5664 31.0615 32.2258 0.0625 7.5664 1.3428 8.9092 3.5549 1.2481 4.8030 0.0000 6,045.377 2 6,045.377
2 1.5472 0.0458 6,097.708
7 2025 25.5553 7.5578 12.6099 0.0203 0.1643 0.3531 0.5174 0.0436 0.3266 0.3702 0.0000 1,946.899 7 1,946.899
7 0.5704 3.1100e0031,962.086
9 Maximum 25.5664 49.4335 38.7968 0.0810 20.5976 2.2680 22.8656 10.2819 2.0970 12.3788 0.0000 7,868.011 9 7,868.011
9 2.2543 0.0458 7,935.015
5 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 lb/day lb/day
2023 1.0288 4.4457 45.0580 0.0810 9.4456 0.1282 9.5738 4.6739 0.1279 4.8019 0.0000 7,868.011 9 7,868.011
9 2.2543 0.0357 7,935.015
5 2024 25.4154 4.3952 36.5125 0.0625 3.6710 0.0943 3.7652 1.6713 0.0940 1.7653 0.0000 6,045.377 2 6,045.377
2 1.5472 0.0458 6,097.708
7 2025 25.4142 0.9767 13.9645 0.0203 0.1643 0.0300 0.1943 0.0436 0.0299 0.0735 0.0000 1,946.899 7 1,946.899
7 0.5704 3.1100e0031,962.086
9 Maximum 25.4154 4.4457 45.0580 0.0810 9.4456 0.1282 9.5738 4.6739 0.1279 4.8019 0.0000 7,868.011 9 7,868.011
9 2.2543 0.0458 7,935.015
5 Mitigated Construction
CalEEMod Version: CalEEMod.2020.4.0 Page 4 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 398 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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

7.65 88.85 -14.23 0.00 53.12 93.63 58.09 53.97 93.14 62.17 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Page 5 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 399 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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 lb/day lb/day
Area 43.3737 0.8361 56.9092 0.1011 7.5992 7.5992 7.5992 7.5992 815.1335 253.0025 1,068.136 0 1.0136 0.0575 1,110.615
9 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 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 Total 43.3737 0.8361 56.9092 0.1011 0.0000 7.5992 7.5992 0.0000 7.5992 7.5992 815.1335 253.0025 1,068.136 0 1.0136 0.0575 1,110.615
9 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 N2O CO2e
Category lb/day lb/day
Area 1.9210 0.0380 3.2976 1.7000e0040.0183 0.0183 0.0183 0.0183 0.0000 5.9436 5.9436 5.6900e0030.0000 6.0860 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 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 Total 1.9210 0.0380 3.2976 1.7000e0040.0000 0.0183 0.0183 0.0000 0.0183 0.0183 0.0000 5.9436 5.9436 5.6900e0030.0000 6.0860 Mitigated Operational
CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 400 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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 7/1/2023 11/2/2023 5 89
2 Site Preparation Site Preparation 11/2/2023 12/15/2023 5 32 3 Grading Grading 12/18/2023 2/2/2024 5 35
4 Building Construction Building Construction 2/1/2024 11/22/2024 5 212 5 Architectural Coating Architectural Coating 11/25/2024 1/17/2025 5 40 6 Paving Paving 1/20/2025 2/1/2025 5 10
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 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

95.57 95.46 94.21 99.83 0.00 99.76 99.76 0.00 99.76 99.76 100.00 97.65 99.44 99.44 100.00 99.45 Residential Indoor: 145,800; Residential Outdoor: 48,600; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 144 (Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 48
Acres of Grading (Grading Phase): 35
Acres of Paving: 0.05
CalEEMod Version: CalEEMod.2020.4.0 Page 7 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 401 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.1 Mitigation Measures Construction
Use Cleaner Engines for Construction Equipment
Grading Excavators 1 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Tractors/Loaders/Backhoes 3 8.00 97 0.37
Building Construction Cranes 1 7.00 231 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 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Architectural Coating Air Compressors 1 6.00 78 0.48
Paving Cement and Mortar Mixers 2 6.00 9 0.56
Paving Pavers 1 8.00 130 0.42
Paving Paving Equipment 2 6.00 132 0.36
Paving Rollers 2 6.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
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 6 15.00 0.00 255.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Grading 6 15.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 34.00 12.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 7.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Paving 8 20.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 402 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.2 Demolition - 2023
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 lb/day lb/day
Fugitive Dust 0.6194 0.0000 0.6194 0.0938 0.0000 0.0938 0.0000 0.0000 Off-Road 2.2691 21.4844 19.6434 0.0388 0.9975 0.9975 0.9280 0.9280 3,746.984 0 3,746.984
0 1.0494 3,773.218
3 Total 2.2691 21.4844 19.6434 0.0388 0.6194 0.9975 1.6169 0.0938 0.9280 1.0218 3,746.984 0 3,746.984
0 1.0494 3,773.218
3 Unmitigated Construction On-Site
Water Exposed Area
Reduce Vehicle Speed on Unpaved Roads
CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 403 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.2 Demolition - 2023
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 lb/day lb/day
Hauling 6.0800e0030.3721 0.0900 1.7200e0030.0501 3.1400e0030.0533 0.0137 3.0100e0030.0167 188.2320 188.2320 6.1400e0030.0298 197.2782 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 Worker 0.0431 0.0241 0.3724 1.0900e0030.1232 6.0000e0040.1238 0.0327 5.5000e0040.0332 111.5853 111.5853 2.8400e0032.6700e003112.4532 Total 0.0492 0.3961 0.4623 2.8100e0030.1733 3.7400e0030.1771 0.0464 3.5600e0030.0500 299.8174 299.8174 8.9800e0030.0325 309.7315 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 lb/day lb/day
Fugitive Dust 0.2787 0.0000 0.2787 0.0422 0.0000 0.0422 0.0000 0.0000 Off-Road 0.4623 2.0032 23.2798 0.0388 0.0616 0.0616 0.0616 0.0616 0.0000 3,746.984 0 3,746.984
0 1.0494 3,773.218
3 Total 0.4623 2.0032 23.2798 0.0388 0.2787 0.0616 0.3404 0.0422 0.0616 0.1038 0.0000 3,746.984 0 3,746.984
0 1.0494 3,773.218
3 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 404 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.2 Demolition - 2023
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 lb/day lb/day
Hauling 6.0800e0030.3721 0.0900 1.7200e0030.0501 3.1400e0030.0533 0.0137 3.0100e0030.0167 188.2320 188.2320 6.1400e0030.0298 197.2782 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 Worker 0.0431 0.0241 0.3724 1.0900e0030.1232 6.0000e0040.1238 0.0327 5.5000e0040.0332 111.5853 111.5853 2.8400e0032.6700e003112.4532 Total 0.0492 0.3961 0.4623 2.8100e0030.1733 3.7400e0030.1771 0.0464 3.5600e0030.0500 299.8174 299.8174 8.9800e0030.0325 309.7315 Mitigated Construction Off-Site

3.3 Site Preparation - 2023
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 lb/day lb/day
Fugitive Dust 19.6570 0.0000 19.6570 10.1025 0.0000 10.1025 0.0000 0.0000 Off-Road 2.6595 27.5242 18.2443 0.0381 1.2660 1.2660 1.1647 1.1647 3,687.308 1 3,687.308
1 1.1926 3,717.121
9 Total 2.6595 27.5242 18.2443 0.0381 19.6570 1.2660 20.9230 10.1025 1.1647 11.2672 3,687.308 1 3,687.308
1 1.1926 3,717.121
9 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 405 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.3 Site Preparation - 2023
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 lb/day lb/day
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 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 Worker 0.0517 0.0289 0.4468 1.3100e0030.1479 7.2000e0040.1486 0.0392 6.6000e0040.0399 133.9024 133.9024 3.4100e0033.2100e003134.9439 Total 0.0517 0.0289 0.4468 1.3100e0030.1479 7.2000e0040.1486 0.0392 6.6000e0040.0399 133.9024 133.9024 3.4100e0033.2100e003134.9439 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 lb/day lb/day
Fugitive Dust 8.8457 0.0000 8.8457 4.5461 0.0000 4.5461 0.0000 0.0000 Off-Road 0.4656 2.0175 20.8690 0.0381 0.0621 0.0621 0.0621 0.0621 0.0000 3,687.308 1 3,687.308
1 1.1926 3,717.121
9 Total 0.4656 2.0175 20.8690 0.0381 8.8457 0.0621 8.9077 4.5461 0.0621 4.6082 0.0000 3,687.308 1 3,687.308
1 1.1926 3,717.121
9 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 406 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.3 Site Preparation - 2023
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 lb/day lb/day
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 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 Worker 0.0517 0.0289 0.4468 1.3100e0030.1479 7.2000e0040.1486 0.0392 6.6000e0040.0399 133.9024 133.9024 3.4100e0033.2100e003134.9439 Total 0.0517 0.0289 0.4468 1.3100e0030.1479 7.2000e0040.1486 0.0392 6.6000e0040.0399 133.9024 133.9024 3.4100e0033.2100e003134.9439 Mitigated Construction Off-Site

3.4 Grading - 2023
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 lb/day lb/day
Fugitive Dust 7.0826 0.0000 7.0826 3.4247 0.0000 3.4247 0.0000 0.0000 Off-Road 1.7109 17.9359 14.7507 0.0297 0.7749 0.7749 0.7129 0.7129 2,872.691 0 2,872.691
0 0.9291 2,895.918
2 Total 1.7109 17.9359 14.7507 0.0297 7.0826 0.7749 7.8575 3.4247 0.7129 4.1377 2,872.691 0 2,872.691
0 0.9291 2,895.918
2 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 13 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 407 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.4 Grading - 2023
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 lb/day lb/day
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 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 Worker 0.0431 0.0241 0.3724 1.0900e0030.1232 6.0000e0040.1238 0.0327 5.5000e0040.0332 111.5853 111.5853 2.8400e0032.6700e003112.4532 Total 0.0431 0.0241 0.3724 1.0900e0030.1232 6.0000e0040.1238 0.0327 5.5000e0040.0332 111.5853 111.5853 2.8400e0032.6700e003112.4532 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 lb/day lb/day
Fugitive Dust 3.1872 0.0000 3.1872 1.5411 0.0000 1.5411 0.0000 0.0000 Off-Road 0.3632 1.5737 17.7527 0.0297 0.0484 0.0484 0.0484 0.0484 0.0000 2,872.691 0 2,872.691
0 0.9291 2,895.918
2 Total 0.3632 1.5737 17.7527 0.0297 3.1872 0.0484 3.2356 1.5411 0.0484 1.5896 0.0000 2,872.691 0 2,872.691
0 0.9291 2,895.918
2 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 14 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 408 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.4 Grading - 2023
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 lb/day lb/day
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 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 Worker 0.0431 0.0241 0.3724 1.0900e0030.1232 6.0000e0040.1238 0.0327 5.5000e0040.0332 111.5853 111.5853 2.8400e0032.6700e003112.4532 Total 0.0431 0.0241 0.3724 1.0900e0030.1232 6.0000e0040.1238 0.0327 5.5000e0040.0332 111.5853 111.5853 2.8400e0032.6700e003112.4532 Mitigated Construction Off-Site

3.4 Grading - 2024
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 lb/day lb/day
Fugitive Dust 7.0826 0.0000 7.0826 3.4247 0.0000 3.4247 0.0000 0.0000 Off-Road 1.6617 17.0310 14.7594 0.0297 0.7244 0.7244 0.6665 0.6665 2,873.054 1 2,873.054
1 0.9292 2,896.284
2 Total 1.6617 17.0310 14.7594 0.0297 7.0826 0.7244 7.8070 3.4247 0.6665 4.0912 2,873.054 1 2,873.054
1 0.9292 2,896.284
2 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 15 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 409 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.4 Grading - 2024
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 lb/day lb/day
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 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 Worker 0.0402 0.0215 0.3464 1.0500e0030.1232 5.7000e0040.1238 0.0327 5.3000e0040.0332 108.7852 108.7852 2.5700e0032.4900e003109.5922 Total 0.0402 0.0215 0.3464 1.0500e0030.1232 5.7000e0040.1238 0.0327 5.3000e0040.0332 108.7852 108.7852 2.5700e0032.4900e003109.5922 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 lb/day lb/day
Fugitive Dust 3.1872 0.0000 3.1872 1.5411 0.0000 1.5411 0.0000 0.0000 Off-Road 0.3632 1.5737 17.7527 0.0297 0.0484 0.0484 0.0484 0.0484 0.0000 2,873.054 1 2,873.054
1 0.9292 2,896.284
2 Total 0.3632 1.5737 17.7527 0.0297 3.1872 0.0484 3.2356 1.5411 0.0484 1.5896 0.0000 2,873.054 1 2,873.054
1 0.9292 2,896.284
2 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 16 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 410 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.4 Grading - 2024
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 lb/day lb/day
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 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 Worker 0.0402 0.0215 0.3464 1.0500e0030.1232 5.7000e0040.1238 0.0327 5.3000e0040.0332 108.7852 108.7852 2.5700e0032.4900e003109.5922 Total 0.0402 0.0215 0.3464 1.0500e0030.1232 5.7000e0040.1238 0.0327 5.3000e0040.0332 108.7852 108.7852 2.5700e0032.4900e003109.5922 Mitigated Construction Off-Site

3.5 Building Construction - 2024
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 lb/day lb/day
Off-Road 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 2,555.698 9 2,555.698
9 0.6044 2,570.807
7 Total 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 2,555.698 9 2,555.698
9 0.6044 2,570.807
7 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 17 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 411 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.5 Building Construction - 2024
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 lb/day lb/day
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 Vendor 0.0136 0.5167 0.1679 2.4400e0030.0813 3.1800e0030.0844 0.0234 3.0400e0030.0264 261.2592 261.2592 5.2900e0030.0377 272.6158 Worker 0.0911 0.0486 0.7852 2.3900e0030.2793 1.3000e0030.2806 0.0741 1.2000e0030.0753 246.5798 246.5798 5.8200e0035.6500e003248.4089 Total 0.1047 0.5653 0.9532 4.8300e0030.3606 4.4800e0030.3650 0.0975 4.2400e0030.1017 507.8390 507.8390 0.0111 0.0433 521.0247 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 lb/day lb/day
Off-Road 0.3278 2.2347 17.4603 0.0270 0.0408 0.0408 0.0408 0.0408 0.0000 2,555.698 9 2,555.698
9 0.6044 2,570.807
7 Total 0.3278 2.2347 17.4603 0.0270 0.0408 0.0408 0.0408 0.0408 0.0000 2,555.698 9 2,555.698
9 0.6044 2,570.807
7 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 18 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 412 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.5 Building Construction - 2024
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 lb/day lb/day
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 Vendor 0.0136 0.5167 0.1679 2.4400e0030.0813 3.1800e0030.0844 0.0234 3.0400e0030.0264 261.2592 261.2592 5.2900e0030.0377 272.6158 Worker 0.0911 0.0486 0.7852 2.3900e0030.2793 1.3000e0030.2806 0.0741 1.2000e0030.0753 246.5798 246.5798 5.8200e0035.6500e003248.4089 Total 0.1047 0.5653 0.9532 4.8300e0030.3606 4.4800e0030.3650 0.0975 4.2400e0030.1017 507.8390 507.8390 0.0111 0.0433 521.0247 Mitigated Construction Off-Site

3.6 Architectural Coating - 2024
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 lb/day lb/day
Archit. Coating 25.3669 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Total 25.5477 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 19 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 413 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.6 Architectural Coating - 2024
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 lb/day lb/day
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 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 Worker 0.0188 0.0100 0.1617 4.9000e0040.0575 2.7000e0040.0578 0.0153 2.5000e0040.0155 50.7664 50.7664 1.2000e0031.1600e00351.1430 Total 0.0188 0.0100 0.1617 4.9000e0040.0575 2.7000e0040.0578 0.0153 2.5000e0040.0155 50.7664 50.7664 1.2000e0031.1600e00351.1430 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 lb/day lb/day
Archit. Coating 25.3669 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0297 0.1288 1.8324 2.9700e0033.9600e0033.9600e0033.9600e0033.9600e0030.0000 281.4481 281.4481 0.0159 281.8443 Total 25.3966 0.1288 1.8324 2.9700e0033.9600e0033.9600e0033.9600e0033.9600e0030.0000 281.4481 281.4481 0.0159 281.8443 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 20 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 414 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.6 Architectural Coating - 2024
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 lb/day lb/day
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 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 Worker 0.0188 0.0100 0.1617 4.9000e0040.0575 2.7000e0040.0578 0.0153 2.5000e0040.0155 50.7664 50.7664 1.2000e0031.1600e00351.1430 Total 0.0188 0.0100 0.1617 4.9000e0040.0575 2.7000e0040.0578 0.0153 2.5000e0040.0155 50.7664 50.7664 1.2000e0031.1600e00351.1430 Mitigated Construction Off-Site

3.6 Architectural Coating - 2025
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 lb/day lb/day
Archit. Coating 25.3669 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e0030.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Total 25.5378 1.1455 1.8091 2.9700e0030.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 21 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 415 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.6 Architectural Coating - 2025
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 lb/day lb/day
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 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 Worker 0.0176 9.0000e0030.1513 4.8000e0040.0575 2.6000e0040.0578 0.0153 2.4000e0040.0155 49.5275 49.5275 1.0900e0031.0900e00349.8795 Total 0.0176 9.0000e0030.1513 4.8000e0040.0575 2.6000e0040.0578 0.0153 2.4000e0040.0155 49.5275 49.5275 1.0900e0031.0900e00349.8795 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 lb/day lb/day
Archit. Coating 25.3669 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0297 0.1288 1.8324 2.9700e0033.9600e0033.9600e0033.9600e0033.9600e0030.0000 281.4481 281.4481 0.0154 281.8319 Total 25.3966 0.1288 1.8324 2.9700e0033.9600e0033.9600e0033.9600e0033.9600e0030.0000 281.4481 281.4481 0.0154 281.8319 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 22 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 416 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.6 Architectural Coating - 2025
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 lb/day lb/day
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 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 Worker 0.0176 9.0000e0030.1513 4.8000e0040.0575 2.6000e0040.0578 0.0153 2.4000e0040.0155 49.5275 49.5275 1.0900e0031.0900e00349.8795 Total 0.0176 9.0000e0030.1513 4.8000e0040.0575 2.6000e0040.0578 0.0153 2.4000e0040.0155 49.5275 49.5275 1.0900e0031.0900e00349.8795 Mitigated Construction Off-Site

3.7 Paving - 2025
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 lb/day lb/day
Off-Road 0.8197 7.5321 12.1778 0.0189 0.3524 0.3524 0.3259 0.3259 1,805.392 6 1,805.392
6 0.5673 1,819.574
1 Paving 0.0131 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.8328 7.5321 12.1778 0.0189 0.3524 0.3524 0.3259 0.3259 1,805.392 6 1,805.392
6 0.5673 1,819.574
1 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 23 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 417 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.7 Paving - 2025
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 lb/day lb/day
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 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 Worker 0.0502 0.0257 0.4321 1.3600e0030.1643 7.3000e0040.1650 0.0436 6.7000e0040.0443 141.5071 141.5071 3.1000e0033.1100e003142.5129 Total 0.0502 0.0257 0.4321 1.3600e0030.1643 7.3000e0040.1650 0.0436 6.7000e0040.0443 141.5071 141.5071 3.1000e0033.1100e003142.5129 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 lb/day lb/day
Off-Road 0.2194 0.9509 13.5323 0.0189 0.0293 0.0293 0.0293 0.0293 0.0000 1,805.392 6 1,805.392
6 0.5673 1,819.574
1 Paving 0.0131 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.2325 0.9509 13.5323 0.0189 0.0293 0.0293 0.0293 0.0293 0.0000 1,805.392 6 1,805.392
6 0.5673 1,819.574
1 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 24 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 418 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.7 Paving - 2025
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 lb/day lb/day
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 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 Worker 0.0502 0.0257 0.4321 1.3600e0030.1643 7.3000e0040.1650 0.0436 6.7000e0040.0443 141.5071 141.5071 3.1000e0033.1100e003142.5129 Total 0.0502 0.0257 0.4321 1.3600e0030.1643 7.3000e0040.1650 0.0436 6.7000e0040.0443 141.5071 141.5071 3.1000e0033.1100e003142.5129 Mitigated Construction Off-Site

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile
CalEEMod Version: CalEEMod.2020.4.0 Page 25 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 419 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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 lb/day lb/day
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 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

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
City Park 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00
Single Family Housing 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 City Park 9.50 7.30 7.30 33.00 48.00 19.00 66 28 6
Parking Lot 9.50 7.30 7.30 0.00 0.00 0.00 0 0 0
Single Family Housing 10.80 4.80 5.70 31.00 15.00 54.00 86 11 3

4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH City Park 0.565095 0.055953 0.178712 0.125673 0.023431 0.005517 0.007231 0.007159 0.000545 0.000331 0.025692 0.001390 0.003271 Parking Lot 0.565095 0.055953 0.178712 0.125673 0.023431 0.005517 0.007231 0.007159 0.000545 0.000331 0.025692 0.001390 0.003271 CalEEMod Version: CalEEMod.2020.4.0 Page 26 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 420 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

Single Family Housing 0.565095 0.055953 0.178712 0.125673 0.023431 0.005517 0.007231 0.007159 0.000545 0.000331 0.025692 0.001390 0.003271

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 lb/day lb/day
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 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

5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0 Page 27 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 421 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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 lb/day lb/day
City Park 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 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 Single Family
Housing
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 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 Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 28 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 422 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

No Hearths Installed

6.1 Mitigation Measures Area

6.0 Area Detail

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 lb/day lb/day
City Park 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 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 Single Family
Housing
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 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 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 29 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 423 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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 lb/day lb/day
Mitigated 1.9210 0.0380 3.2976 1.7000e0040.0183 0.0183 0.0183 0.0183 0.0000 5.9436 5.9436 5.6900e0030.0000 6.0860 Unmitigated 43.3737 0.8361 56.9092 0.1011 7.5992 7.5992 7.5992 7.5992 815.1335 253.0025 1,068.136 0 1.0136 0.0575 1,110.615
9 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 lb/day lb/day
Architectural
Coating

0.2780 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

1.5440 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 41.4527 0.7982 53.6116 0.1010 7.5809 7.5809 7.5809 7.5809 815.1335 247.0588 1,062.192 4 1.0079 0.0575 1,104.529
9 Landscaping 0.0991 0.0380 3.2976 1.7000e0040.0183 0.0183 0.0183 0.0183 5.9436 5.9436 5.6900e0036.0860 Total 43.3737 0.8361 56.9092 0.1011 7.5992 7.5992 7.5992 7.5992 815.1335 253.0025 1,068.136 0 1.0136 0.0575 1,110.615
9 Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 30 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 424 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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 lb/day lb/day
Architectural
Coating

0.2780 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

1.5440 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 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 Landscaping 0.0991 0.0380 3.2976 1.7000e0040.0183 0.0183 0.0183 0.0183 5.9436 5.9436 5.6900e0036.0860 Total 1.9210 0.0380 3.2976 1.7000e0040.0183 0.0183 0.0183 0.0183 0.0000 5.9436 5.9436 5.6900e0030.0000 6.0860 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 31 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 425 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

11.0 Vegetation

8.1 Mitigation Measures Waste

8.0 Waste Detail

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

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.2020.4.0 Page 32 of 32 Date: 7/28/2022 2:54 PM Residences at Marketplace - Contra Costa County, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 426 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

Residences at Marketplace
Contra Costa County, Winter
Project Characteristics -
Land Use - total project site of 3.41 acres
Construction Phase - Construction schedule as provided by the client. Dry utility work added as part of demolition phase.

Off-road Equipment - Default
Demolition - Demolition of existing commercial buildings Grading - Balanced site
Vehicle Trips - The proposed project would not generate net new vehicle trips Construction Off-road Equipment Mitigation - use of tier 4 final construction equipment Area Mitigation -
Stationary Sources - Emergency Generators and Fire Pumps -

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population Parking Lot 6.00 Space 0.05 2,400.00 0
City Park 1.04 Acre 0.96 45,302.40 0
Single Family Housing 40.00 Dwelling Unit 2.40 72,000.00 114

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
4 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 58

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Pacific Gas and Electric Company
Operational Year 2025
CO2 Intensity
(lb/MWhr)
203.98 CH4 Intensity 0.033
(lb/MWhr)
N2O Intensity 0.004
(lb/MWhr)
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 427 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

Stationary Sources - Process Boilers -
Energy Use - The proposed project would be all electric.

Table Name Column Name Default Value New Value
tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 0 15 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 4.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 3.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 2.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 6.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 11.00 tblConstEquipMitigation NumberOfEquipmentMitigated 0.00 1.00 tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
CalEEMod Version: CalEEMod.2020.4.0 Page 2 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

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Packet Pg. 428 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

2.0 Emissions Summary
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstEquipMitigation Tier No Change Tier 4 Final
tblConstructionPhase NumDays 18.00 40.00
tblConstructionPhase NumDays 230.00 212.00
tblConstructionPhase NumDays 20.00 89.00
tblConstructionPhase NumDays 8.00 35.00
tblConstructionPhase NumDays 18.00 10.00
tblConstructionPhase NumDays 5.00 32.00
tblEnergyUse NT24NG 3,155.00 0.00
tblEnergyUse T24NG 23,474.54 0.00
tblLandUse LotAcreage 1.04 0.96
tblLandUse LotAcreage 12.99 2.40
tblVehicleTrips ST_TR 1.96 0.00
tblVehicleTrips ST_TR 9.54 0.00
tblVehicleTrips SU_TR 2.19 0.00
tblVehicleTrips SU_TR 8.55 0.00
tblVehicleTrips WD_TR 0.78 0.00
tblVehicleTrips WD_TR 9.44 0.00
CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 429 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

2.1 Overall Construction (Maximum Daily Emission)
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 lb/day lb/day
2023 5.0268 49.4669 38.7452 0.0808 20.5976 2.2680 22.8656 10.2819 2.0970 12.3788 0.0000 7,847.463 3 7,847.463
3 2.2552 0.0367 7,914.764
8 2024 25.5660 31.1075 32.1634 0.0622 7.5664 1.3428 8.9092 3.5549 1.2481 4.8031 0.0000 6,015.809 5 6,015.809
5 1.5485 0.0472 6,068.571
8 2025 25.5550 7.5638 12.5851 0.0202 0.1643 0.3531 0.5174 0.0436 0.3266 0.3702 0.0000 1,935.003 0 1,935.003
0 0.5709 3.5900e0031,950.342
7 Maximum 25.5660 49.4669 38.7452 0.0808 20.5976 2.2680 22.8656 10.2819 2.0970 12.3788 0.0000 7,847.463 3 7,847.463
3 2.2552 0.0472 7,914.764
8 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 lb/day lb/day
2023 1.0262 4.4791 45.0064 0.0808 9.4456 0.1282 9.5738 4.6739 0.1279 4.8019 0.0000 7,847.463 3 7,847.463
3 2.2552 0.0367 7,914.764
8 2024 25.4150 4.4412 36.4502 0.0622 3.6710 0.0943 3.7652 1.6713 0.0940 1.7653 0.0000 6,015.809 5 6,015.809
5 1.5485 0.0472 6,068.571
8 2025 25.4138 0.9827 13.9396 0.0202 0.1643 0.0300 0.1943 0.0436 0.0299 0.0735 0.0000 1,935.003 0 1,935.003
0 0.5709 3.5900e0031,950.342
7 Maximum 25.4150 4.4791 45.0064 0.0808 9.4456 0.1282 9.5738 4.6739 0.1279 4.8019 0.0000 7,847.463 3 7,847.463
3 2.2552 0.0472 7,914.764
8 Mitigated Construction
CalEEMod Version: CalEEMod.2020.4.0 Page 4 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 430 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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

7.65 88.76 -14.26 0.00 53.12 93.63 58.09 53.97 93.14 62.17 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Page 5 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 431 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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 lb/day lb/day
Area 43.3737 0.8361 56.9092 0.1011 7.5992 7.5992 7.5992 7.5992 815.1335 253.0025 1,068.136 0 1.0136 0.0575 1,110.615
9 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 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 Total 43.3737 0.8361 56.9092 0.1011 0.0000 7.5992 7.5992 0.0000 7.5992 7.5992 815.1335 253.0025 1,068.136 0 1.0136 0.0575 1,110.615
9 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 N2O CO2e
Category lb/day lb/day
Area 1.9210 0.0380 3.2976 1.7000e0040.0183 0.0183 0.0183 0.0183 0.0000 5.9436 5.9436 5.6900e0030.0000 6.0860 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 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 Total 1.9210 0.0380 3.2976 1.7000e0040.0000 0.0183 0.0183 0.0000 0.0183 0.0183 0.0000 5.9436 5.9436 5.6900e0030.0000 6.0860 Mitigated Operational
CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 432 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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 7/1/2023 11/2/2023 5 89
2 Site Preparation Site Preparation 11/2/2023 12/15/2023 5 32 3 Grading Grading 12/18/2023 2/2/2024 5 35
4 Building Construction Building Construction 2/1/2024 11/22/2024 5 212 5 Architectural Coating Architectural Coating 11/25/2024 1/17/2025 5 40 6 Paving Paving 1/20/2025 2/1/2025 5 10
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 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

95.57 95.46 94.21 99.83 0.00 99.76 99.76 0.00 99.76 99.76 100.00 97.65 99.44 99.44 100.00 99.45 Residential Indoor: 145,800; Residential Outdoor: 48,600; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 144 (Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 48
Acres of Grading (Grading Phase): 35
Acres of Paving: 0.05
CalEEMod Version: CalEEMod.2020.4.0 Page 7 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 433 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.1 Mitigation Measures Construction
Use Cleaner Engines for Construction Equipment
Grading Excavators 1 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Tractors/Loaders/Backhoes 3 8.00 97 0.37
Building Construction Cranes 1 7.00 231 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 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Architectural Coating Air Compressors 1 6.00 78 0.48
Paving Cement and Mortar Mixers 2 6.00 9 0.56
Paving Pavers 1 8.00 130 0.42
Paving Paving Equipment 2 6.00 132 0.36
Paving Rollers 2 6.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
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 6 15.00 0.00 255.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Grading 6 15.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 34.00 12.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 7.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Paving 8 20.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 434 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.2 Demolition - 2023
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 lb/day lb/day
Fugitive Dust 0.6194 0.0000 0.6194 0.0938 0.0000 0.0938 0.0000 0.0000 Off-Road 2.2691 21.4844 19.6434 0.0388 0.9975 0.9975 0.9280 0.9280 3,746.984 0 3,746.984
0 1.0494 3,773.218
3 Total 2.2691 21.4844 19.6434 0.0388 0.6194 0.9975 1.6169 0.0938 0.9280 1.0218 3,746.984 0 3,746.984
0 1.0494 3,773.218
3 Unmitigated Construction On-Site
Water Exposed Area
Reduce Vehicle Speed on Unpaved Roads
CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 435 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.2 Demolition - 2023
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 lb/day lb/day
Hauling 5.7100e0030.3930 0.0912 1.7300e0030.0501 3.1500e0030.0533 0.0137 3.0100e0030.0167 188.4094 188.4094 6.1200e0030.0299 197.4638 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 Worker 0.0421 0.0297 0.3483 1.0000e0030.1232 6.0000e0040.1238 0.0327 5.5000e0040.0332 102.1645 102.1645 3.2600e0033.0800e003103.1640 Total 0.0478 0.4227 0.4396 2.7300e0030.1733 3.7500e0030.1771 0.0464 3.5600e0030.0500 290.5739 290.5739 9.3800e0030.0330 300.6278 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 lb/day lb/day
Fugitive Dust 0.2787 0.0000 0.2787 0.0422 0.0000 0.0422 0.0000 0.0000 Off-Road 0.4623 2.0032 23.2798 0.0388 0.0616 0.0616 0.0616 0.0616 0.0000 3,746.984 0 3,746.984
0 1.0494 3,773.218
3 Total 0.4623 2.0032 23.2798 0.0388 0.2787 0.0616 0.3404 0.0422 0.0616 0.1038 0.0000 3,746.984 0 3,746.984
0 1.0494 3,773.218
3 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 436 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.2 Demolition - 2023
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 lb/day lb/day
Hauling 5.7100e0030.3930 0.0912 1.7300e0030.0501 3.1500e0030.0533 0.0137 3.0100e0030.0167 188.4094 188.4094 6.1200e0030.0299 197.4638 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 Worker 0.0421 0.0297 0.3483 1.0000e0030.1232 6.0000e0040.1238 0.0327 5.5000e0040.0332 102.1645 102.1645 3.2600e0033.0800e003103.1640 Total 0.0478 0.4227 0.4396 2.7300e0030.1733 3.7500e0030.1771 0.0464 3.5600e0030.0500 290.5739 290.5739 9.3800e0030.0330 300.6278 Mitigated Construction Off-Site

3.3 Site Preparation - 2023
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 lb/day lb/day
Fugitive Dust 19.6570 0.0000 19.6570 10.1025 0.0000 10.1025 0.0000 0.0000 Off-Road 2.6595 27.5242 18.2443 0.0381 1.2660 1.2660 1.1647 1.1647 3,687.308 1 3,687.308
1 1.1926 3,717.121
9 Total 2.6595 27.5242 18.2443 0.0381 19.6570 1.2660 20.9230 10.1025 1.1647 11.2672 3,687.308 1 3,687.308
1 1.1926 3,717.121
9 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 437 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.3 Site Preparation - 2023
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 lb/day lb/day
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 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 Worker 0.0505 0.0356 0.4180 1.2000e0030.1479 7.2000e0040.1486 0.0392 6.6000e0040.0399 122.5974 122.5974 3.9100e0033.7000e003123.7968 Total 0.0505 0.0356 0.4180 1.2000e0030.1479 7.2000e0040.1486 0.0392 6.6000e0040.0399 122.5974 122.5974 3.9100e0033.7000e003123.7968 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 lb/day lb/day
Fugitive Dust 8.8457 0.0000 8.8457 4.5461 0.0000 4.5461 0.0000 0.0000 Off-Road 0.4656 2.0175 20.8690 0.0381 0.0621 0.0621 0.0621 0.0621 0.0000 3,687.308 1 3,687.308
1 1.1926 3,717.121
9 Total 0.4656 2.0175 20.8690 0.0381 8.8457 0.0621 8.9077 4.5461 0.0621 4.6082 0.0000 3,687.308 1 3,687.308
1 1.1926 3,717.121
9 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 438 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.3 Site Preparation - 2023
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 lb/day lb/day
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 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 Worker 0.0505 0.0356 0.4180 1.2000e0030.1479 7.2000e0040.1486 0.0392 6.6000e0040.0399 122.5974 122.5974 3.9100e0033.7000e003123.7968 Total 0.0505 0.0356 0.4180 1.2000e0030.1479 7.2000e0040.1486 0.0392 6.6000e0040.0399 122.5974 122.5974 3.9100e0033.7000e003123.7968 Mitigated Construction Off-Site

3.4 Grading - 2023
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 lb/day lb/day
Fugitive Dust 7.0826 0.0000 7.0826 3.4247 0.0000 3.4247 0.0000 0.0000 Off-Road 1.7109 17.9359 14.7507 0.0297 0.7749 0.7749 0.7129 0.7129 2,872.691 0 2,872.691
0 0.9291 2,895.918
2 Total 1.7109 17.9359 14.7507 0.0297 7.0826 0.7749 7.8575 3.4247 0.7129 4.1377 2,872.691 0 2,872.691
0 0.9291 2,895.918
2 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 13 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 439 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.4 Grading - 2023
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 lb/day lb/day
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 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 Worker 0.0421 0.0297 0.3483 1.0000e0030.1232 6.0000e0040.1238 0.0327 5.5000e0040.0332 102.1645 102.1645 3.2600e0033.0800e003103.1640 Total 0.0421 0.0297 0.3483 1.0000e0030.1232 6.0000e0040.1238 0.0327 5.5000e0040.0332 102.1645 102.1645 3.2600e0033.0800e003103.1640 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 lb/day lb/day
Fugitive Dust 3.1872 0.0000 3.1872 1.5411 0.0000 1.5411 0.0000 0.0000 Off-Road 0.3632 1.5737 17.7527 0.0297 0.0484 0.0484 0.0484 0.0484 0.0000 2,872.691 0 2,872.691
0 0.9291 2,895.918
2 Total 0.3632 1.5737 17.7527 0.0297 3.1872 0.0484 3.2356 1.5411 0.0484 1.5896 0.0000 2,872.691 0 2,872.691
0 0.9291 2,895.918
2 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 14 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 440 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.4 Grading - 2023
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 lb/day lb/day
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 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 Worker 0.0421 0.0297 0.3483 1.0000e0030.1232 6.0000e0040.1238 0.0327 5.5000e0040.0332 102.1645 102.1645 3.2600e0033.0800e003103.1640 Total 0.0421 0.0297 0.3483 1.0000e0030.1232 6.0000e0040.1238 0.0327 5.5000e0040.0332 102.1645 102.1645 3.2600e0033.0800e003103.1640 Mitigated Construction Off-Site

3.4 Grading - 2024
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 lb/day lb/day
Fugitive Dust 7.0826 0.0000 7.0826 3.4247 0.0000 3.4247 0.0000 0.0000 Off-Road 1.6617 17.0310 14.7594 0.0297 0.7244 0.7244 0.6665 0.6665 2,873.054 1 2,873.054
1 0.9292 2,896.284
2 Total 1.6617 17.0310 14.7594 0.0297 7.0826 0.7244 7.8070 3.4247 0.6665 4.0912 2,873.054 1 2,873.054
1 0.9292 2,896.284
2 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 15 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 441 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.4 Grading - 2024
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 lb/day lb/day
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 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 Worker 0.0393 0.0265 0.3254 9.7000e0040.1232 5.7000e0040.1238 0.0327 5.3000e0040.0332 99.6213 99.6213 2.9600e0032.8700e003100.5507 Total 0.0393 0.0265 0.3254 9.7000e0040.1232 5.7000e0040.1238 0.0327 5.3000e0040.0332 99.6213 99.6213 2.9600e0032.8700e003100.5507 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 lb/day lb/day
Fugitive Dust 3.1872 0.0000 3.1872 1.5411 0.0000 1.5411 0.0000 0.0000 Off-Road 0.3632 1.5737 17.7527 0.0297 0.0484 0.0484 0.0484 0.0484 0.0000 2,873.054 1 2,873.054
1 0.9292 2,896.284
2 Total 0.3632 1.5737 17.7527 0.0297 3.1872 0.0484 3.2356 1.5411 0.0484 1.5896 0.0000 2,873.054 1 2,873.054
1 0.9292 2,896.284
2 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 16 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 442 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.4 Grading - 2024
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 lb/day lb/day
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 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 Worker 0.0393 0.0265 0.3254 9.7000e0040.1232 5.7000e0040.1238 0.0327 5.3000e0040.0332 99.6213 99.6213 2.9600e0032.8700e003100.5507 Total 0.0393 0.0265 0.3254 9.7000e0040.1232 5.7000e0040.1238 0.0327 5.3000e0040.0332 99.6213 99.6213 2.9600e0032.8700e003100.5507 Mitigated Construction Off-Site

3.5 Building Construction - 2024
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 lb/day lb/day
Off-Road 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 2,555.698 9 2,555.698
9 0.6044 2,570.807
7 Total 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 2,555.698 9 2,555.698
9 0.6044 2,570.807
7 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 17 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 443 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.5 Building Construction - 2024
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 lb/day lb/day
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 Vendor 0.0132 0.5463 0.1742 2.4400e0030.0813 3.1900e0030.0845 0.0234 3.0500e0030.0265 261.6269 261.6269 5.2500e0030.0378 273.0145 Worker 0.0892 0.0600 0.7376 2.1900e0030.2793 1.3000e0030.2806 0.0741 1.2000e0030.0753 225.8083 225.8083 6.7100e0036.5100e003227.9148 Total 0.1024 0.6063 0.9118 4.6300e0030.3606 4.4900e0030.3651 0.0975 4.2500e0030.1017 487.4352 487.4352 0.0120 0.0443 500.9293 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 lb/day lb/day
Off-Road 0.3278 2.2347 17.4603 0.0270 0.0408 0.0408 0.0408 0.0408 0.0000 2,555.698 9 2,555.698
9 0.6044 2,570.807
7 Total 0.3278 2.2347 17.4603 0.0270 0.0408 0.0408 0.0408 0.0408 0.0000 2,555.698 9 2,555.698
9 0.6044 2,570.807
7 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 18 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 444 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.5 Building Construction - 2024
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 lb/day lb/day
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 Vendor 0.0132 0.5463 0.1742 2.4400e0030.0813 3.1900e0030.0845 0.0234 3.0500e0030.0265 261.6269 261.6269 5.2500e0030.0378 273.0145 Worker 0.0892 0.0600 0.7376 2.1900e0030.2793 1.3000e0030.2806 0.0741 1.2000e0030.0753 225.8083 225.8083 6.7100e0036.5100e003227.9148 Total 0.1024 0.6063 0.9118 4.6300e0030.3606 4.4900e0030.3651 0.0975 4.2500e0030.1017 487.4352 487.4352 0.0120 0.0443 500.9293 Mitigated Construction Off-Site

3.6 Architectural Coating - 2024
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 lb/day lb/day
Archit. Coating 25.3669 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Total 25.5477 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 19 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 445 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.6 Architectural Coating - 2024
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 lb/day lb/day
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 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 Worker 0.0184 0.0124 0.1519 4.5000e0040.0575 2.7000e0040.0578 0.0153 2.5000e0040.0155 46.4900 46.4900 1.3800e0031.3400e00346.9236 Total 0.0184 0.0124 0.1519 4.5000e0040.0575 2.7000e0040.0578 0.0153 2.5000e0040.0155 46.4900 46.4900 1.3800e0031.3400e00346.9236 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 lb/day lb/day
Archit. Coating 25.3669 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0297 0.1288 1.8324 2.9700e0033.9600e0033.9600e0033.9600e0033.9600e0030.0000 281.4481 281.4481 0.0159 281.8443 Total 25.3966 0.1288 1.8324 2.9700e0033.9600e0033.9600e0033.9600e0033.9600e0030.0000 281.4481 281.4481 0.0159 281.8443 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 20 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 446 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.6 Architectural Coating - 2024
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 lb/day lb/day
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 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 Worker 0.0184 0.0124 0.1519 4.5000e0040.0575 2.7000e0040.0578 0.0153 2.5000e0040.0155 46.4900 46.4900 1.3800e0031.3400e00346.9236 Total 0.0184 0.0124 0.1519 4.5000e0040.0575 2.7000e0040.0578 0.0153 2.5000e0040.0155 46.4900 46.4900 1.3800e0031.3400e00346.9236 Mitigated Construction Off-Site

3.6 Architectural Coating - 2025
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 lb/day lb/day
Archit. Coating 25.3669 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e0030.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Total 25.5378 1.1455 1.8091 2.9700e0030.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 21 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 447 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.6 Architectural Coating - 2025
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 lb/day lb/day
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 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 Worker 0.0172 0.0111 0.1426 4.4000e0040.0575 2.6000e0040.0578 0.0153 2.4000e0040.0155 45.3636 45.3636 1.2600e0031.2500e00345.7690 Total 0.0172 0.0111 0.1426 4.4000e0040.0575 2.6000e0040.0578 0.0153 2.4000e0040.0155 45.3636 45.3636 1.2600e0031.2500e00345.7690 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 lb/day lb/day
Archit. Coating 25.3669 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0297 0.1288 1.8324 2.9700e0033.9600e0033.9600e0033.9600e0033.9600e0030.0000 281.4481 281.4481 0.0154 281.8319 Total 25.3966 0.1288 1.8324 2.9700e0033.9600e0033.9600e0033.9600e0033.9600e0030.0000 281.4481 281.4481 0.0154 281.8319 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 22 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 448 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.6 Architectural Coating - 2025
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 lb/day lb/day
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 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 Worker 0.0172 0.0111 0.1426 4.4000e0040.0575 2.6000e0040.0578 0.0153 2.4000e0040.0155 45.3636 45.3636 1.2600e0031.2500e00345.7690 Total 0.0172 0.0111 0.1426 4.4000e0040.0575 2.6000e0040.0578 0.0153 2.4000e0040.0155 45.3636 45.3636 1.2600e0031.2500e00345.7690 Mitigated Construction Off-Site

3.7 Paving - 2025
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 lb/day lb/day
Off-Road 0.8197 7.5321 12.1778 0.0189 0.3524 0.3524 0.3259 0.3259 1,805.392 6 1,805.392
6 0.5673 1,819.574
1 Paving 0.0131 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.8328 7.5321 12.1778 0.0189 0.3524 0.3524 0.3259 0.3259 1,805.392 6 1,805.392
6 0.5673 1,819.574
1 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 23 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 449 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.7 Paving - 2025
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 lb/day lb/day
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 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 Worker 0.0492 0.0318 0.4073 1.2400e0030.1643 7.3000e0040.1650 0.0436 6.7000e0040.0443 129.6104 129.6104 3.5900e0033.5900e003130.7687 Total 0.0492 0.0318 0.4073 1.2400e0030.1643 7.3000e0040.1650 0.0436 6.7000e0040.0443 129.6104 129.6104 3.5900e0033.5900e003130.7687 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 lb/day lb/day
Off-Road 0.2194 0.9509 13.5323 0.0189 0.0293 0.0293 0.0293 0.0293 0.0000 1,805.392 6 1,805.392
6 0.5673 1,819.574
1 Paving 0.0131 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.2325 0.9509 13.5323 0.0189 0.0293 0.0293 0.0293 0.0293 0.0000 1,805.392 6 1,805.392
6 0.5673 1,819.574
1 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 24 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 450 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

3.7 Paving - 2025
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 lb/day lb/day
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 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 Worker 0.0492 0.0318 0.4073 1.2400e0030.1643 7.3000e0040.1650 0.0436 6.7000e0040.0443 129.6104 129.6104 3.5900e0033.5900e003130.7687 Total 0.0492 0.0318 0.4073 1.2400e0030.1643 7.3000e0040.1650 0.0436 6.7000e0040.0443 129.6104 129.6104 3.5900e0033.5900e003130.7687 Mitigated Construction Off-Site

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile
CalEEMod Version: CalEEMod.2020.4.0 Page 25 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 451 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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 lb/day lb/day
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 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

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
City Park 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00
Single Family Housing 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 City Park 9.50 7.30 7.30 33.00 48.00 19.00 66 28 6
Parking Lot 9.50 7.30 7.30 0.00 0.00 0.00 0 0 0
Single Family Housing 10.80 4.80 5.70 31.00 15.00 54.00 86 11 3

4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH City Park 0.565095 0.055953 0.178712 0.125673 0.023431 0.005517 0.007231 0.007159 0.000545 0.000331 0.025692 0.001390 0.003271 Parking Lot 0.565095 0.055953 0.178712 0.125673 0.023431 0.005517 0.007231 0.007159 0.000545 0.000331 0.025692 0.001390 0.003271 CalEEMod Version: CalEEMod.2020.4.0 Page 26 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 452 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

Single Family Housing 0.565095 0.055953 0.178712 0.125673 0.023431 0.005517 0.007231 0.007159 0.000545 0.000331 0.025692 0.001390 0.003271

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 lb/day lb/day
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 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

5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0 Page 27 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 453 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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 lb/day lb/day
City Park 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 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 Single Family
Housing
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 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 Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 28 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 454 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

No Hearths Installed

6.1 Mitigation Measures Area

6.0 Area Detail

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 lb/day lb/day
City Park 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 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 Single Family
Housing
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 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 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 29 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 455 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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 lb/day lb/day
Mitigated 1.9210 0.0380 3.2976 1.7000e0040.0183 0.0183 0.0183 0.0183 0.0000 5.9436 5.9436 5.6900e0030.0000 6.0860 Unmitigated 43.3737 0.8361 56.9092 0.1011 7.5992 7.5992 7.5992 7.5992 815.1335 253.0025 1,068.136 0 1.0136 0.0575 1,110.615
9 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 lb/day lb/day
Architectural
Coating

0.2780 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

1.5440 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 41.4527 0.7982 53.6116 0.1010 7.5809 7.5809 7.5809 7.5809 815.1335 247.0588 1,062.192 4 1.0079 0.0575 1,104.529
9 Landscaping 0.0991 0.0380 3.2976 1.7000e0040.0183 0.0183 0.0183 0.0183 5.9436 5.9436 5.6900e0036.0860 Total 43.3737 0.8361 56.9092 0.1011 7.5992 7.5992 7.5992 7.5992 815.1335 253.0025 1,068.136 0 1.0136 0.0575 1,110.615
9 Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 30 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.1.e
Packet Pg. 456 Attachment: E: Applicant Project Description, Project Plans, and Technical Reports (2023-029 :

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 lb/day lb/day
Architectural
Coating

0.2780 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

1.5440 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 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 Landscaping 0.0991 0.0380 3.2976 1.7000e0040.0183 0.0183 0.0183 0.0183 5.9436 5.9436 5.6900e0036.0860 Total 1.9210 0.0380 3.2976 1.7000e0040.0183 0.0183 0.0183 0.0183 0.0000 5.9436 5.9436 5.6900e0030.0000 6.0860 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 31 of 32 Date: 7/28/2022 2:55 PM Residences at Marketplace - Contra Costa County, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied